CN106759340A - Steel-pipe pile pile-pulling construction method and device in low spatial water - Google Patents
Steel-pipe pile pile-pulling construction method and device in low spatial water Download PDFInfo
- Publication number
- CN106759340A CN106759340A CN201510798246.2A CN201510798246A CN106759340A CN 106759340 A CN106759340 A CN 106759340A CN 201510798246 A CN201510798246 A CN 201510798246A CN 106759340 A CN106759340 A CN 106759340A
- Authority
- CN
- China
- Prior art keywords
- pontoon
- pile
- steel
- pipe pile
- pulling
- 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.)
- Withdrawn
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D9/00—Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof
- E02D9/02—Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof by withdrawing
Landscapes
- Engineering & Computer Science (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)
- Structural Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The present invention relates to steel-pipe pile pile-pulling construction method and device in a kind of low spatial water.The invention belongs to technical field of bridge construction.Steel-pipe pile pile-pulling construction method, is characterized in low spatial water：Construction method is to carry out pile pulling with pontoon, first adjusts pontoon and sinks, and by the buoyancy of pontoon in the steel-pipe pile of connection, and steel-pipe pile is extracted.Steel-pipe pile pile pulling constructing device, is characterized in low spatial water：Pile pulling constructing device includes pontoon, shake hammer and buoyancy generation mechanism, and shake hammer and buoyancy generation mechanism are installed on pontoon, and the steel-pipe pile of pontoon connection pile pulling construction, shake hammer is installed on relative steel-pipe pile position.The present invention has simple structure, and assembling is compact, and pile pulling carries big, and safe operation, easy construction, assembling is quick, and time saving and energy saving, construction cost is low, high efficient construction.
Description
Technical field
The invention belongs to technical field of bridge construction, steel-pipe pile pile-pulling construction method and device in more particularly to a kind of low spatial water.
Background technology
At present, steel-pipe pile pile pulling construction in low spatial water, because steel pipe pile foundation is located at bridge bottom, is influenceed to prevent steel-pipe pile from disposably being pulled out by steel box-girder away from water surface elevation.Because bridge headroom is small in such construction, various plant equipment are difficult to be utilized；Simultaneously because pile foundation is buried relatively deeply, pile side friction is big so that pile pulling difficulty is larger in water.The general pipe stake using diver to the part that leaked outside in water is cut, and is buried partly because spatial altitude is not enough, it is impossible to extract, and causes the waste of lot of materials, causes poor construction quality, high cost and the low technical problem of efficiency of construction.
The content of the invention
The present invention provides steel-pipe pile pile-pulling construction method and device in a kind of low spatial water to solve technical problem present in known technology.
An object of the present invention is to provide steel-pipe pile pile-pulling construction method in a kind of low spatial water for dialling the features such as pile load is big, and safe operation, easy construction, assembling is quick, efficiency of construction is high.
Steel-pipe pile pile-pulling construction method is adopted the technical scheme that in low spatial water of the present invention：
Steel-pipe pile pile-pulling construction method, is characterized in low spatial water：Construction method is to be carried out dialling stake with pontoon, first adjusts pontoon and sinks, and by the buoyancy of pontoon in the steel-pipe pile of connection, and steel-pipe pile is transferred to.
Steel-pipe pile pile-pulling construction method can also be adopted the following technical scheme that in low spatial water of the present invention：
Steel-pipe pile pile-pulling construction method in described low spatial water, is characterized in：Steel-pipe pile dials stake pulling force makes pontoon sinking be fixedly mounted with hoist engine using pontoon, and hoist engine dials stake pulling force makes the pontoon of pontoon sinking mode, sinking produce buoyancy.
Steel-pipe pile pile-pulling construction method in described low spatial water, is characterized in：Adjustment pontoon sinks to making pontoon sink using pontoon bearing mode, and mitigating pontoon carrying makes pontoon produce buoyancy.
Steel-pipe pile pile-pulling construction method in described low spatial water, is characterized in：Pontoon bearing mode is water tank with water in pontoon, and mitigate pontoon to carry is tank drains in pontoon.
Steel-pipe pile pile-pulling construction method in described low spatial water, is characterized in：Using shake hammer vibrations steel-pipe pile when steel-pipe pile is transferred to, steel-pipe pile surrounding soil is shaken loose.
Steel-pipe pile pile-pulling construction method in described low spatial water, is characterized in：Steel-pipe pile is transferred to be carried out by several times according to pontoon flying height.
The second object of the present invention is to provide one kind has simple structure, assembles compact, easy construction, dials steel-pipe pile pile pulling constructing device in the low spatial water of the features such as pile bearing capacity is big, and efficiency of construction is high.
Steel-pipe pile pile pulling constructing device is adopted the technical scheme that in low spatial water of the present invention：
Steel-pipe pile pile pulling constructing device, is characterized in low spatial water：Pile pulling constructing device includes pontoon, shake hammer and buoyancy generation mechanism, and shake hammer and buoyancy generation mechanism are installed on pontoon, and the steel-pipe pile of pile driving construction is dialled in pontoon connection, and shake hammer is installed on relative steel-pipe pile position.
Steel-pipe pile pile pulling constructing device can also be adopted the following technical scheme that in low spatial water of the present invention：
Steel-pipe pile pile pulling constructing device, is characterized in described low spatial water：Buoyancy generation mechanism is hoist engine, frame and pulley, and hoist engine, frame are installed on pontoon, and pulley is installed in frame, and steel wire rope of windlass is by the stake of pulley joint steel pipe.
Steel-pipe pile pile pulling constructing device, is characterized in described low spatial water：Hammered into shape equipped with shake in frame.
Steel-pipe pile pile pulling constructing device, is characterized in described low spatial water：Pontoon is made up of two hulls, has link between two hulls.
Pile pulling device of the present invention is made up of pontoon, shake hammer, hoist engine and reaction frame etc., the buoyancy of pontoon is made full use of to provide pile pulling counter-force, the vibration limitses soil body using shake hammer reduces pile side friction, change the direction of pile pulling power by reaction frame, pile pulling power is provided by hoist engine to lift steel-pipe pile and force down pontoon, the last hoist engine ship that is stopped is floated up because stress reduces, and directly takes up pile tube, and the two big difficult points that pile pulling is constructed are solved by above means.
Pipe stake pile pulling invention is divided into pile pulling device and construction technology two parts in whole low spatial water.
(1) pile pulling device：
1st, pontoon hull structure design：
The effect of pontoon is the operating platform that safety is provided for pile pulling construction, while the uplift force needed for providing pile pulling using buoyancy so that pontoon becomes the key point in whole set process.Pontoon designed by this will also guarantee to provide enough buoyancy while security during ensureing construction usage.And make to finish in pontoon and want accurate measure, draft of the pontoon in the case where certain pressure is born.
2nd, vibration hammer：
The vibration hammer of another key equipment is designed to flat to reduce its pile pulling space for being utilized in being constructed as pile pulling.Draw-gear of three groups of running blocks of wheel as shake hammer is set in shake hammer both sides, pulley lower section sets damping spring to reduce loss of the shaking force by influence and impulse power of the wire rope transfers to pontoon.Shake hammer bottom sets clip pile device.Mainly use its high-frequency vibration to destroy Pile side soil body using shake hammer pile pulling construction and reduce pile side friction.Vibration hammer is connected through two groups of movable and fixed pulleys and horizontal steel I-beam by steel wire rope with hoist engine.
3rd, fixed pulley：
Fixed pulley mainly plays steering-effecting.And the headroom that pulley takes pile pulling is reduced as far as possible,.
4th, pile pulling frame：
Used as the main force transfer system of pile pulling process, rigidity and the stability of pile pulling frame directly affect the security of pile pulling overall process.Pile pulling sets up meter using pipe as support column, upper erection transverse and longitudinal beam, it is ensured that the stability and rigidity of pile pulling frame.
5th, hoist engine：
Setting two hoist engines is used for pile pulling, and hoist engine is laid on pontoon top board, and hoist engine is subtracted power and can be pulled out by the steel-pipe pile after the high-frequency vibration destruction soil body by the steering of fixed pulley group and movable pulley.
6th, immersible pump：
Immersible pump is set on pontoon to be used to adjust pontoon underwater penetration.
7th, link between pontoon：
Link is made of girder system, two pontoons is connected into integral using the stiffness by itself of link, it is ensured that the coordination stress of pontoon.
8th, the connected mode at each position of device
Two first pontoons connect integral by way of connector is bolted, and hoist engine (being welded to connect), power transformation box are set at the top of pontoon.Pile pulling frame is connected with pontoon panel and longeron using flange, is used between pile pulling frame transverse and longitudinal beam and is welded to connect.Hanger is set on crossbeam to be connected with fixed pulley group and be provided with auxiliary hanger for being connected with pulley wire rope.Vibration hammer is connected by pulley with hoist engine, and steel-pipe pile is pulled out by the clip of itself.
(2) construction technology：
1. water filling in the water tank for being set to pontoon front end using immersible pump, makes pontoon holding anterior-posterior balance, and adjusts pontoon highly, is allowed to suitable tube drawing.
2. shake hammer vibrations pipe stake is started, and hitting brisance using the high frequency of shake hammer shakes loose pipe stake surrounding soil.
3. start elevator machine travel and pile pulling power is provided, with the raising of hoist engine tractive force, pontoon will be to sinking because of stress.When pontoon drinking water is enough so that (with reference to the buoyancy and the relation of drinking water situation calculated before) when can pile tube be pulled out, hoist engine work is stopped.Pile tube floats and extracts with pontoon.
The present invention has the advantage that and good effect：
Steel-pipe pile pile-pulling construction method and device are as a result of the brand-new technical scheme of the present invention in low spatial water, compared with prior art, take into full account bridge headroom influence, solve well pile foundation bury it is deeper, pile side friction is big, the technical barrier such as pile pulling operation difficulty in water.The present invention is with simple structure, and assembling is compact, dials the features such as pile load is big, and safe operation, easy construction is assembled fast, and time saving and energy saving, construction cost is low, efficiency of construction is high.
Brief description of the drawings
Fig. 1 is steel-pipe pile pile pulling constructing device structural representation in low spatial water of the present invention；
Fig. 2 is steel-pipe pile pile pulling constructing device planar structure schematic diagram in low spatial water；
Fig. 3 is steel-pipe pile pile pulling constructing device facade structures schematic diagram in low spatial water；
Fig. 4 is the A-A cross-sectional views of Fig. 2.
In figure, 1. pontoon, 2. hoist engine, 3. shake hammer, 4. link, 5. frame, 6. crossbeam, 7. steel-pipe pile, 8. power transformation box, 9. pulley.
Specific embodiment
For the content of the invention of the invention, feature and effect can be further appreciated that, following examples are hereby enumerated, and it is as follows to coordinate accompanying drawing to describe in detail：
Refering to accompanying drawing 1, Fig. 2, Fig. 3 and Fig. 4.
Embodiment 1
Steel-pipe pile pile-pulling construction method in low spatial water, carries out dialling stake using pontoon, first adjusts pontoon and sinks, and steel-pipe pile dials stake pulling force makes pontoon sinking be fixedly mounted with hoist engine using pontoon, and hoist engine dials stake pulling force makes the pontoon of pontoon sinking mode, sinking produce buoyancy.By the buoyancy of pontoon in the steel-pipe pile of connection, and steel-pipe pile is transferred to.
Adjustment adjustment pontoon sinks can also make pontoon sink with immersible pump toward water filling in pontoon water tank, and pontoon is fixed, then Water in Water Tanks discharge is mitigated into pontoon with pump carrying after sinking with steel-pipe pile, pontoon is produced buoyancy and is transferred to steel-pipe pile.
When steel-pipe pile is transferred to using shake hammer vibrations steel-pipe pile, shake loose steel-pipe pile surrounding soil, beneficial to group stake.
Embodiment 2
Steel-pipe pile pile pulling constructing device in low spatial water, including pontoon 1, shake hammer 3, frame 5 and pulley 9, pontoon 1 are made up of two hulls, have link 4 between two hulls.Each solid volume field machine 2 of each pontoon, frame 5 is installed on two pontoons 1, and pulley 9 is installed on the centre of the crossbeam 6 of frame 5, and the steel wire rope of hoist engine 2 is by pulley joint steel pipe stake 7.Pontoon 1 connects the steel-pipe pile 7 of group pile driving construction by the steel wire rope of hoist engine 7, and the contact vibrations steel-pipe piles 7 of shake hammer 3 shake loose the surrounding soil of steel-pipe pile 7, beneficial to group stake.
Steel-pipe pile pile pulling Specific construction device and construction technology describe in detail as follows in low spatial water：
(1) pile pulling device：
1st, pontoon hull structure：
1) design load：
Pontoon designs bearing load includes pile pulling power, pontoon deadweight, two hoist engines and equipment self-weight etc. pile pulling frame, while considering personnel and sundry miscellaneaus object load sum.Steel-pipe pile uplift force is designed as 40 tons, and pontoon deadweight is 27 tons, and from weighing about 6 tons, pile pulling frame is 3 tons to two hoist engines, and operating personnel and miscellaneous load are default 3 tons, adds up to load to be 79 tons.
2) structure design：
Pontoon designs two, each length 8 meters, wide 4.5 meters, high 2-2.5 meters, two 1 meter of pontoon arrangement intervals, and two pontoons are connected as into entirety using link in pontoon front end.To meet the requirement of pontoon its own rigidity in use, pontoon inner frame is using No. 20 channel-section steels of Two bors d's oeuveres are as major architectural stressed member and are equipped with No. 10 channel-section steels, 10 bugle steel as auxiliary stressed member.
3) thin portion pattern handling：
Pontoon maximum displacement is 174 cubic metres, can provide buoyancy for 69 tons/meter.Pontoon and plant equipment deadweight are 39 tons before non-pile pulling, pontoon now 56 centimetres of submerged, to ensure that stabilization of the pontoon in water is also needed to injecting a certain amount of water in pontoon, pontoon center of gravity is reduced with this, therefore in advance to about 20 cubes of water filling in pontoon, pontoon submerged minimum-depth is made to be 80 centimetres.
Because the asymmetry of pontoon this body structure and front end add the influence after link, both sides are unsymmetric structure, two parts weight difference 3.4t with respect to geometric center lines before and after pontoon.The balance overall to ensure pontoon, counterweight water tank is added in pontoon afterbody.Need to can judge water injection rate according to the equilibrium depth of pontoon submerged during water flood operations to the water filling in water tank to make pontoon both sides keep balancing.
2nd, shake hammer：
The vibration hammer of another key equipment is designed to flat to reduce its pile pulling space for being utilized in being constructed as pile pulling.Highly it is 78 centimetres, it is long 205 centimetres, it is wide 148 centimetres, it is possible to provide 90 tons of the power that impulses, 45 tons of pile pulling power.Draw-gear of three groups of running blocks of wheel as shake hammer is set in shake hammer both sides, pulley lower section sets damping spring to reduce loss of the shaking force by influence and impulse power of the wire rope transfers to pontoon.Shake hammer bottom sets clip pile device, and clip pile tool is designed as the adjustable pile pulling needs for meeting different tube diameters pipe in the range of 600mm-800mm.Vibration hammer is connected through two groups of movable and fixed pulleys and horizontal steel I-beam by steel wire rope with hoist engine.
3rd, fixed pulley：
The fixed pulley for playing steering-effecting uses two groups of special 32 tons of assembly pulleys of three-wheel.400 millimeters of height of pulley, 364 millimeters of length, 355 millimeters of width, 280 millimeters of main wheel wheel footpath.Pulley is fixed and is connected with crossbeam I-steel using welding manner, by four piece of 20 steel plate of millimeters thick and I-steel bottom surface edge of a wing plate weld on pulley.The two pairs of assembly pulleys be arranged symmetrically with crossbeam both sides, it is corresponding with the running block position on shake hammer.
4th, pile pulling frame：
Pile pulling sets up meter using φ 340mm pipes as support column, upper erection vertical, horizontal Two bors d's oeuveres I360 steel I-beams, 300 centimetres of pipe height, and I-shaped steel longitudinal beam is long 600 centimetres, crossbeam is long 300 centimetres.The pipes of φ 340 are connected with pontoon panel and longeron using flange.Local strengthening treatment is done in pipe relevant position on I-steel.Hanger is set on crossbeam being connected with fixed pulley group and be provided with auxiliary hanger is used to be connected with pulley wire rope, because fixed pulley stress is larger so relevant position should also do local strengthening on crossbeam, aids in hanger to be arranged on beside pulley.
5th, hoist engine：
Two 5 tons of slow-speed hoist engines are set to be laid on pontoon top board.The steel wire rope of hoist engine initially passes through fixed pulley and is then passed through movable pulley and winds last by steel wire rope in this way being connected with the auxiliary hanger of setting on I-steel by transfer.
6th, immersible pump：
Setting 2, immersible pump is used to adjust pontoon underwater penetration.Immersible pump is 4 cun of immersible pumps, and the pump displacement is 100 cubes ms/h.Immersible pump is arranged at pontoon rear end.
7th, link between pontoon：
Link, into girder system, is connected, three groups of truss totally between shaped steel using No. 20 channel-section steels and 10 bugle steel spellings using welding manner, is attached using horizon bar between truss, is finally integrated link with φ 22mm bolt connections with two pontoons.
(2) construction technology：
1st, preparation before pile pulling：
1) utilizes two immersible pumps while, making pontoon keep anterior-posterior balance to the cm of water filling 40 in the water tank of two pontoon front ends setting highly.
2) makes pontoon sinking certain depth to water filling in pontoon again, depending on the safe altitude apart from 10-20 centimetres of the pontoon submerged depth according to pile pulling frame apex distance steel box-girder bottom on pontoon.Maximum submergence depth is 150 centimetres, and minimum submergence depth is 80 centimetres.
3) steel-pipe pile is cut to more than the water surface 20 centimeters in advance before pile pullings.
4) puts pontoon under bridge bottom, is located in pre- pile pulling position (pontoon sets link side towards in bridge).
2nd, pile pulling construction is carried out：
1) hammer will be shaken using hoist engine and will hang on steel-pipe pile top, and opening oil pump makes shake hammer clamping steel-pipe pile tube wall into shape.
2) start shake hammer to be shaken, hit after brisance makes steel-pipe pile sinking 10-20 cms using the high frequency of shake hammer, start elevator machine travel and pile pulling power is provided.
3) with the raising of hoist engine tractive force, pontoon will will substantially stop to sinking because of stress after pontoon sinks 60 cms, and the buoyancy that now pontoon is supplied to is possible to meet the requirement of 40 tons of uplift force needed for pile pulling.
4) stop traction after steel-pipe pile is pulled out allows length to support height, loosen shake hammer.Now pontoon is floated up because stress reduces, and pontoon is may move after shake hammer lifting goes out pipe height.
5) driving to same row next pre- pile pulling position pontoon carries out pile pulling while turnover cargo ship is sailed into, with cutting equipment on turnover cargo ship, in steel-pipe pile, 20 centimetres of position gas cuttings cut off pipe at surface of water, and the pipe after being cut off with Unwinding chains is transported to turnover transport Ship Transportation disembarkation.
Claims (7)
1. steel-pipe pile pile-pulling construction method in low spatial water, it is characterized in that：Construction method is to be carried out dialling stake with pontoon, first adjusts pontoon and sinks, and by the buoyancy of pontoon in the steel-pipe pile of connection, and steel-pipe pile is transferred to.
2. steel-pipe pile pile-pulling construction method in low spatial water according to claim 1, it is characterized in that：Steel-pipe pile dials stake pulling force makes pontoon sinking be fixedly mounted with hoist engine using pontoon, and hoist engine dials stake pulling force makes the pontoon of pontoon sinking mode, sinking produce buoyancy.
3. steel-pipe pile pile-pulling construction method in low spatial water according to claim 1, it is characterized in that：Adjustment pontoon sinks to making pontoon sink using pontoon bearing mode, and mitigating pontoon carrying makes pontoon produce buoyancy.
4. steel-pipe pile pile-pulling construction method in low spatial water according to claim 3, it is characterized in that：Pontoon bearing mode is water tank with water in pontoon, and mitigate pontoon to carry is tank drains in pontoon.
5. steel-pipe pile pile-pulling construction method in low spatial water according to claim 1, it is characterized in that：Using shake hammer vibrations steel-pipe pile when steel-pipe pile is transferred to, steel-pipe pile surrounding soil is shaken loose.
6. steel-pipe pile pile-pulling construction method in low spatial water according to claim 1, it is characterized in that：Steel-pipe pile is transferred to be carried out by several times according to pontoon flying height.
7. steel-pipe pile pile pulling constructing device in low spatial water, it is characterized in that：Pile pulling constructing device includes pontoon, shake hammer and buoyancy generation mechanism, and shake hammer and buoyancy generation mechanism are installed on pontoon, and the steel-pipe pile of pile driving construction is dialled in pontoon connection, and shake hammer is installed on relative steel-pipe pile position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510798246.2A CN106759340A (en) | 2015-11-19 | 2015-11-19 | Steel-pipe pile pile-pulling construction method and device in low spatial water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510798246.2A CN106759340A (en) | 2015-11-19 | 2015-11-19 | Steel-pipe pile pile-pulling construction method and device in low spatial water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106759340A true CN106759340A (en) | 2017-05-31 |
Family
ID=58916197
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510798246.2A Withdrawn CN106759340A (en) | 2015-11-19 | 2015-11-19 | Steel-pipe pile pile-pulling construction method and device in low spatial water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106759340A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755456A (en) * | 2018-06-20 | 2018-11-06 | 胡梦婷 | A kind of bridge pier excision facility and its excision construction method |
| CN108797588A (en) * | 2018-05-30 | 2018-11-13 | 江苏海上龙源风力发电有限公司 | A kind of weak soil sea bed offshore wind turbine single-pile foundation overall pulling down auxiliary mould and remove technique |
| CN109252522A (en) * | 2018-10-31 | 2019-01-22 | 中国冶集团有限公司 | Pile pulling device is adjusted in low spatial |
| CN109972621A (en) * | 2019-04-22 | 2019-07-05 | 中建三局基础设施建设投资有限公司 | A kind of pile pulling device and its construction method for small headroom phytal zone steel-pipe pile |
| CN110306553A (en) * | 2019-04-28 | 2019-10-08 | 中国一冶集团有限公司 | Piling bar removes device and method in water |
-
2015
- 2015-11-19 CN CN201510798246.2A patent/CN106759340A/en not_active Withdrawn
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108797588A (en) * | 2018-05-30 | 2018-11-13 | 江苏海上龙源风力发电有限公司 | A kind of weak soil sea bed offshore wind turbine single-pile foundation overall pulling down auxiliary mould and remove technique |
| CN108755456A (en) * | 2018-06-20 | 2018-11-06 | 胡梦婷 | A kind of bridge pier excision facility and its excision construction method |
| CN108755456B (en) * | 2018-06-20 | 2020-06-19 | 黑龙江省龙建路桥第五工程有限公司 | Bridge pier cutting facility and cutting construction method thereof |
| CN109252522A (en) * | 2018-10-31 | 2019-01-22 | 中国冶集团有限公司 | Pile pulling device is adjusted in low spatial |
| CN109972621A (en) * | 2019-04-22 | 2019-07-05 | 中建三局基础设施建设投资有限公司 | A kind of pile pulling device and its construction method for small headroom phytal zone steel-pipe pile |
| CN109972621B (en) * | 2019-04-22 | 2024-03-26 | 中建三局基础设施建设投资有限公司 | Pile pulling device for steel pipe pile in small-clearance shallow water area and construction method of pile pulling device |
| CN110306553A (en) * | 2019-04-28 | 2019-10-08 | 中国一冶集团有限公司 | Piling bar removes device and method in water |
| CN110306553B (en) * | 2019-04-28 | 2021-06-29 | 中国一冶集团有限公司 | Underwater steel pile dismantling device and method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101858083A (en) | Low spatial pile pulling construction method and device of steel pipe pile in water | |
| CN105926628B (en) | One kind is floated, fixed convertible pile foundation in water construction platform device | |
| CN106759340A (en) | Steel-pipe pile pile-pulling construction method and device in low spatial water | |
| CN205399220U (en) | Whole system of erectting of large -scale arched bridge over strait | |
| CN102328732A (en) | Offshore pile driving, pile pressing and installing united engineering ship | |
| CN108755644B (en) | Transfer platform for cable traction in intertidal zone login and installation method thereof | |
| CN104805857A (en) | Detachable cyclic utilization bottomless steel jacket box and construction method thereof | |
| CN115788782A (en) | Floating type fan offshore installation process | |
| CN104746525A (en) | Lifting platform system for placing large caisson in water | |
| CN113981961B (en) | Ship-type pile planting method for deepwater bare rock | |
| CN102587377B (en) | Drop hammer type pile sinking device and pile sinking method thereof | |
| CN210917364U (en) | Steel pipe pile positioning platform for crane ship | |
| CN102477716A (en) | Application of trestle type beam slab bridge in inland river with beaches at both sides | |
| CN102206938A (en) | Novel method for installing upper part block of offshore platform | |
| CN209741885U (en) | Screen type underwater foundation trench mud-blocking wall structure | |
| EP3532678B1 (en) | Harbour plant and method for mooring a floating body in a harbour plant | |
| CN115387207A (en) | Shallow covering layer steel-concrete composite pile pier structure and construction method | |
| GB2501459A (en) | Platform removal and transportation system comprising flotation and stabilization units | |
| CN104746476A (en) | Wharf additionally provided with batter pile on rear edge and method for reinforcing wharf rear edge by applying batter pile | |
| CN204510221U (en) | Rotary marine piling saddle | |
| TWI702327B (en) | Harbour plant and method for mooring a floating body in a harbour plant | |
| CN206015681U (en) | A kind of marine static load pile-sinking device | |
| CN216194717U (en) | Single barge type pile planting system | |
| CN217053289U (en) | Self-floating steel truss drilling platform structure | |
| CN217839995U (en) | Pile pulling platform is demolishd to self-navigation jack-up lifting formula support on water |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20170531 |
|
| WW01 | Invention patent application withdrawn after publication |