CN206279527U - A kind of deep concrete mixture ship pile frame system - Google Patents
A kind of deep concrete mixture ship pile frame system Download PDFInfo
- Publication number
- CN206279527U CN206279527U CN201621243494.7U CN201621243494U CN206279527U CN 206279527 U CN206279527 U CN 206279527U CN 201621243494 U CN201621243494 U CN 201621243494U CN 206279527 U CN206279527 U CN 206279527U
- Authority
- CN
- China
- Prior art keywords
- pile frame
- hull
- pile
- concrete mixture
- auxiliary
- 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- Withdrawn - After Issue
Links
Abstract
The utility model is related to a kind of deep concrete mixture ship pile frame system.Including：Pile frame and the pile frame support being fixed on hull, the pile frame are divided into two groups, are respectively：First pile frame, its top is articulated with the pile frame cradle top by short hinge, and its bottom is connected on the pile frame base being fixed on hull；Second pile frame, its top is articulated with the pile frame cradle top and can be slided along hinge long by hinge long, and free bearing is chute form under its bottom, is buckled on the pile frame slide being fixed on hull and is bolted, and can be slided along pile frame slide after removing bolt.The system can once into several stakes, also can separate operaton, engineering wide adaptation range, efficient energy-saving, the traversing safe operation reliability of pile frame is practical, for marine site reinforcing engineering provides new construction equipment, with obvious economic and social benefit.
Description
Technical field
The utility model is related to a kind of pile frame system, belongs to cement mixing technical field waterborne, and in particular to a kind of cement
Deep-layer stirring ship pile frame system.
Background technology
At present, with the expansion of China's construction scale of port, the exploitation of New Port location, the input of marine engineering is increasing,
Particularly marine site reinforcing engineering, such as reinforcing of man-made island foundation of sea floor, pier footing foundation stabilization, bulkhead quay wall ground adds
Gu, the reinforcing of shore protection and breakwater ground etc..
Deep concrete mixture method for strengthening is the Perfected process of underwater treatment, and has obtained a large amount of Practical Project both at home and abroad
Checking.But the corollary equipment ability of domestic deep concrete mixture ship falls behind, particularly pile frame system is single pile and sets up meter, single
Secondary pile area is small, and basement process efficiency is low, treatment depth it is low, and often into a width stake be required for moving ship, high energy consumption, it is impossible to
Meet the high speed of new construction, the efficient, requirement of energy-conservation.
In view of problem above, exploitation wide adaptation range, the deep concrete mixture ship pile frame system of efficient energy-saving are this areas
Active demand.
Utility model content
The pile frame single pile area that the utility model is mainly existing for solution prior art is small, basement process efficiency
It is low, process depth as shallow, high energy consumption, it is impossible to meet the high speed of new construction, the efficient, technical problem of power conservation requirement, there is provided one
Plant deep concrete mixture ship pile frame system.The system can once into several stakes, also can separate operaton, engineering wide adaptation range,
Efficient energy-saving, the traversing safe operation reliability of pile frame is practical, for marine site reinforcing engineering provides new construction equipment,
With obvious economic and social benefit.
Above-mentioned technical problem of the present utility model is mainly what is be addressed by following technical proposals：
A kind of deep concrete mixture ship pile frame system, including：Pile frame and the pile frame support being fixed on hull, the stake
Frame is divided into two groups, is respectively：
First pile frame, its top is articulated with the pile frame cradle top by short hinge, and its bottom is connected to and is fixed on ship
On pile frame base on body；
Second pile frame, its top is articulated with the pile frame cradle top and can be slided along hinge long, its bottom by hinge long
The lower free bearing in end is chute form, is buckled on the pile frame slide being fixed on hull and is bolted, can edge after dismounting bolt
Pile frame slide is slided.
Optimization, a kind of above-mentioned deep concrete mixture ship pile frame system, the pile frame includes：Pile frame main structure, is set
Vertical pivot in pile frame main structure, the pile frame cradle top is provided with the axis hole being engaged with the vertical pivot；On the axis hole
Side is provided with vertical pivot top cover.
Optimization, a kind of above-mentioned deep concrete mixture ship pile frame system, the pile frame support is A character form structures, its bag
Include：A cabinet frames main structure, preceding free bearing, rear free bearing；Wherein, A cabinet frames main structure passes through hinge with preceding free bearing, rear free bearing, and
And, the preceding free bearing, rear free bearing are welded on hull.
Optimization, a kind of above-mentioned deep concrete mixture ship pile frame system, center line and the hull of first pile frame are indulged
Overlapped to center line；Second pile frame is two or more, and is symmetricly set in the first pile frame both sides.
Optimization, a kind of above-mentioned deep concrete mixture ship pile frame system also includes：
Auxiliary lifting mechanism, is made up of auxiliary winch, auxiliary leading block group, auxiliary fixed pulley group, wherein, the auxiliary
Winch is fixed on hull, and the auxiliary leading block group and auxiliary that the steel wire penetrating of auxiliary winch is arranged at the top of pile frame are fixed sliding
Wheel group is connected with suspension hook.
Therefore, the utility model has the following advantages that：Horizontal spacing is adjustable between three groups of pile frames of the present utility model, installs
Three groups of deep concrete mixtures treatment function operation simultaneously on pile frame track, once can be into several stakes, also can separate operaton, work
The traversing safe operation reliability of journey wide adaptation range, efficient energy-saving, and pile frame, it is practical, it is that marine site reinforcing engineering is carried
New construction equipment is supplied, with obvious economic and social benefit.
Brief description of the drawings
The whole machine schematic side view of Fig. 1 the utility model pile frame systems；
Fig. 2 is the A-A of Fig. 1 to schematic diagram；
Schematic front view before the three groups of pile frame spacing regulations of Fig. 3 the utility model pile frames system；
Schematic front view after the three groups of pile frame spacing regulations of Fig. 4 the utility model pile frames system；
Specific embodiment
Below by embodiment, and with reference to accompanying drawing, the technical solution of the utility model is described in further detail.
In figure, the short hinge 4, top of A cabinet frames main structure 1, preceding free bearing 2, rear free bearing 3, top hinge 5 long, pile frame main structure
6th, lower free bearing 7, vertical pivot 8, vertical pivot top cover 9, pile frame base 10, pile frame slide 11, main winch 12, leading block group 13, fixed pulley
Group 14, auxiliary winch 15, auxiliary leading block group 16, auxiliary fixed pulley group 17, deep concrete mixture processor 18.
Embodiment：
The utility model pile frame system includes A cabinet frames, pile frame, pile frame base, pile frame slide, hangs a main hoisting mechanism, auxiliary
Help lifting mechanism, deep concrete mixture processor.
The present embodiment has three groups of pile frames, and three groups of pile frame horizontal spacings are adjustable, wherein middle pile frame is fixed, can not be horizontal
Regulation, both sides pile frame is adjustable relative to the lateral separation of middle pile frame.
One group of deep concrete mixture processor is installed on every group of pile frame, vertical track is provided with pile frame, track is chute
Form, is provided with sliding block on deep concrete mixture processor, sliding block button is slided up and down in orbit.
A cabinet frames are made up of A cabinet frames main structure 1, preceding free bearing 2, the short hinge 4, top of rear free bearing 3, top hinge 5 long, A cabinet frames
Main structure 1 is with preceding free bearing 2, rear free bearing 3 by hinge, preceding free bearing 2, rear free bearing 3 and Hull Welding；Pile frame is by pile frame master
Structure 6, lower free bearing 7, vertical pivot 8, vertical pivot top cover 9 are constituted, and pile frame main structure 6 is hinged by bearing pin with lower free bearing 7；Middle pile frame with
Pile frame base 10 is bolted to connection, while middle pile frame is hinged with A cabinet frames by the short hinge 4 in top, both sides pile frame and
Pile frame slide 11 is bolted to connection, while both sides pile frame is hinged with A cabinet frames by top hinge 5 long, middle pile frame and
Four vertical pivots 8 of both sides pile frame both pass through the axis hole of A cabinet frame top cross-bar top panels, and vertical pivot top cover 9 plays vertical limit to vertical pivot 8
Position effect, but allow that vertical pivot 8 has certain upward free gap, pile frame base 10 and pile frame slide 11 and Hull Welding；Hang
Stake main hoisting mechanism is made up of main winch 12, leading block group 13, fixed pulley group 14, and main winch 12 is fixed on hull, steel wire
Rope is connected through leading block group 13 and fixed pulley group 14 with deep concrete mixture processor 18, hangs a main hoisting mechanism by receiving
Putting steel wire rope drives deep concrete mixture processor 18 to be moved along pile frame orbital direction；Auxiliary lifting mechanism by auxiliary winch 15,
Auxiliary leading block group 16, auxiliary fixed pulley group 17 are constituted, and auxiliary winch 15 is fixed on hull, and steel wire penetrating auxiliary is oriented to
Assembly pulley 16 and auxiliary fixed pulley group 17 are connected with suspension hook, and the effect for aiding in lifting mechanism is to assist to complete field operation.
Three groups of pile frame horizontal spacings of the utility model pile frame system are adjustable, wherein middle pile frame fixes (middle pile frame center
Line overlaps with hull longitudinal centre line), can not lateral adjustments, both sides pile frame is adjustable relative to the lateral separation of middle pile frame；
After the vertical pivot that both sides pile frame is connected with the connecting bolt of pile frame slide and with A cabinet frames is removed, in top hinge long
Under guide effect with pile frame slide, pile frame can slide laterally on pile frame slide, traversing installation bolt and vertical pivot again in place, from
And meet the requirement of waterwork pile difference spacing.
The top hinge axis hole of pile frame is waist round hole, and top hinge (including the short hinge in top and top hinge long) is in waist round hole
In vertical operating range more than plane on the vertical deflection of pile frame stress, and A cabinet frame top cross-bars and pile frame top hinge beam
Distance is also greater than the vertical deflection of pile frame stress between lower plane, so that the vertical force suffered by pile frame will not be applied on A cabinet frames；Stake
The vertical pivot hole of frame is also waist round hole, and fore-aft travel distance of the vertical pivot in waist round hole is more than deflection before and after pile frame stress, so that
The hinge function of A cabinet frames and pile frame is not influenceed.
Pile frame needs when transverse shift is carried out in both sides complete operation, the traversing behaviour of both sides pile frame by associated external equipment
Before work, first deep concrete mixture processor 18 is shelved on ship deck, pile frame is carried out pile frame after unloading traversing；
The relevant position of A cabinet frames top and lower free bearing 7 is respectively provided with hydraulic jack, and (A cabinet frames top can also be replaced with jack cucurbit
Hydraulic jack), while the slide surface of hinge long 5 and pile frame slide 11 applies lubricating grease at the top of A cabinet frames；First remove pile frame and A
The vertical pivot 8 of cabinet frame connection, then remove the connecting bolt between lower free bearing 7 and pile frame slide 11；
Under the hydraulic jack coordinate synchronization effect of upper and lower two positions (because the top hinge axis hole of pile frame is waist round hole,
Pile frame is all applied on pile frame slide 11 from heavy load, so that frictional resistance is just concentrated on pile frame slide 11, and friction resistance
Power is little), while under the guide effect of top hinge 5 long and pile frame slide 11, slow traversing pile frame；Treat that pile frame is laterally moved to institute
After needing position, positioning is finely adjusted, and lower connecting bolt between free bearing 7 and pile frame slide 11 is installed, then pile frame and A words are installed
The vertical pivot 8 of frame connection, removes associated external equipment, and the operation of pile frame transverse shift is completed.
After the completion of pile frame transverse shift, according to site operation positioning requirements, drive ship to reach and refer to fixed pile, while starting
Three main winch 12 (can also a startup separate unit main winch 12), according to cement deep layer mixing pile-formation process step, by main strand
The folding and unfolding steel wire rope of car 12 drives deep concrete mixture processor 18 to be moved up and down along pile frame orbital direction, deep concrete mixture treatment
Machine 18 injects in underwater soil the materials such as cement mortar well prepared in advance, and action of forced stirring is formed uniformly on the spot with foundation soil
Mix soil, this process is needed repeatedly to mix up and down, and deep concrete mixture processor is completed with auxiliary lifting mechanism
The cement mixing method continuing and dismantling, required intensity and pile pitch requirements are formed through hydration of drilling rod on 18.
Specific embodiment described herein is only to the utility model spirit explanation for example.The utility model institute
Category those skilled in the art can make various modifications or supplement or using similar to described specific embodiment
Mode substitute, but without departing from spirit of the present utility model or surmount scope defined in appended claims.
Although more having used the short hinge 4 of A cabinet frames main structure 1, preceding free bearing 2, rear free bearing 3, top, top band andgudgeon herein
Axle 5, pile frame main structure 6, lower free bearing 7, vertical pivot 8, vertical pivot top cover 9, pile frame base 10, pile frame slide 11, main winch 12, guiding are slided
Wheel group 13, fixed pulley group 14, auxiliary winch 15, auxiliary leading block group 16, group 17, the deep concrete mixture treatment of auxiliary fixed pulley
The grade term of machine 18, but it is not precluded from using the possibility of other terms.It is used for the purpose of more easily describing using these terms
With explanation essence of the present utility model；Being construed as any additional limitation is disagreed with the utility model spirit
The back of the body.
Claims (5)
1. a kind of deep concrete mixture ship pile frame system, including：Pile frame and the pile frame support being fixed on hull, its feature exist
In the pile frame is divided into two groups, is respectively：
First pile frame, its top is articulated with the pile frame cradle top by short hinge (4), and its bottom is connected to and is fixed on hull
On pile frame base (10) on；
Second pile frame, its top is articulated with the pile frame cradle top and can be slided along hinge long (5) by hinge long (5), its
Free bearing (7) is chute form under bottom, is buckled on the pile frame slide (11) being fixed on hull and is bolted, and removes spiral shell
Can be slided along pile frame slide (11) after bolt.
2. a kind of deep concrete mixture ship pile frame system according to claim 1, it is characterised in that the pile frame includes：
Pile frame main structure (6), is arranged at the vertical pivot (8) in pile frame main structure (6), and the pile frame cradle top is provided with and the vertical pivot
(8) axis hole being engaged；The axis hole upside is provided with vertical pivot top cover (9).
3. a kind of deep concrete mixture ship pile frame system according to claim 1, it is characterised in that the pile frame support is
A character form structures, it includes：A cabinet frames main structure (1), preceding free bearing (2), rear free bearing (3)；Wherein, A cabinet frames main structure (1) and preceding hinge
Seat (2), rear free bearing (3) are welded on hull by hinge, also, the preceding free bearing (2), rear free bearing (3).
4. a kind of deep concrete mixture ship pile frame system according to claim 1, it is characterised in that first pile frame
Center line overlaps with hull longitudinal centre line；Second pile frame is two or more, and is symmetricly set in first pile frame
Both sides.
5. a kind of deep concrete mixture ship pile frame system according to claim 1, it is characterised in that also include：
A main hoisting mechanism is hung, is made up of main winch (12), leading block group (13), fixed pulley group (14), wherein, the main strand
Car (12) is fixed on hull, and the steel wire penetrating of main winch (12) is arranged at the leading block group (13) at the top of pile frame and slides calmly
Wheel group (14) is connected with deep concrete mixture processor (18)；
Auxiliary lifting mechanism, is made up of auxiliary winch (15), auxiliary leading block group (16), auxiliary fixed pulley group (17), wherein,
The auxiliary winch (15) is fixed on hull, and the auxiliary that the steel wire penetrating of auxiliary winch (15) is arranged at the top of pile frame is oriented to
Assembly pulley (16) and auxiliary fixed pulley group (17) are connected with suspension hook.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621243494.7U CN206279527U (en) | 2016-11-16 | 2016-11-16 | A kind of deep concrete mixture ship pile frame system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621243494.7U CN206279527U (en) | 2016-11-16 | 2016-11-16 | A kind of deep concrete mixture ship pile frame system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206279527U true CN206279527U (en) | 2017-06-27 |
Family
ID=59083617
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621243494.7U Withdrawn - After Issue CN206279527U (en) | 2016-11-16 | 2016-11-16 | A kind of deep concrete mixture ship pile frame system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206279527U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106381870A (en) * | 2016-11-16 | 2017-02-08 | 中铁工程机械研究设计院有限公司 | Cement deep mixing pile frame system and pile forming method |
| CN109720988A (en) * | 2018-12-13 | 2019-05-07 | 中交四航局江门航通船业有限公司 | A kind of pile frame hanging method |
-
2016
- 2016-11-16 CN CN201621243494.7U patent/CN206279527U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106381870A (en) * | 2016-11-16 | 2017-02-08 | 中铁工程机械研究设计院有限公司 | Cement deep mixing pile frame system and pile forming method |
| CN106381870B (en) * | 2016-11-16 | 2018-06-12 | 中铁工程机械研究设计院有限公司 | A kind of deep concrete mixture ship pile frame system and pile making method |
| CN109720988A (en) * | 2018-12-13 | 2019-05-07 | 中交四航局江门航通船业有限公司 | A kind of pile frame hanging method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106381870B (en) | A kind of deep concrete mixture ship pile frame system and pile making method | |
| CN202007400U (en) | Marine foundation construction platform for jacket construction | |
| CN105484162B (en) | Suspension bridge construction stiff girder secondary on the bank swings moving device and method | |
| CN104444840B (en) | Mining hydraulic boom hoisting | |
| CN101831888A (en) | 1200 tonner water conservancy aqueduct transportation and erection equipment | |
| CN105464117A (en) | Rotary-type overwater piling guide frame and piling process for overwater pile group foundations | |
| CN106218827A (en) | Offshore wind farm O&M supports platform | |
| CN101144269A (en) | Large-scale trussed-beam spud leg waterborne transmitting and mounting method | |
| CN202557745U (en) | Multifunctional wind power engineering catamaran for offshore high-altitude heavy-load hoisting and installation operation | |
| CN206279527U (en) | A kind of deep concrete mixture ship pile frame system | |
| CN102653938A (en) | Offshore dismantling construction method of descending form traveler | |
| CN201087323Y (en) | Mobile integral construction platform | |
| CN204780838U (en) | Solid pile frame structure from lift -type platform | |
| CN204400479U (en) | Mining hydraulic lifting appliance | |
| CN206635654U (en) | A kind of barging device of underwater narrow-bore tunnel super long type prefabricated case beam | |
| CN105692449B (en) | The method that pile legs of self-elevating drilling platform spreading closes up | |
| CN103600817A (en) | Self-elevating offshore wind turbine installation vessel | |
| CN107237722B (en) | A kind of offshore wind farm construction technology | |
| CN201794516U (en) | Light-weight removable 90-ton workover rig in sea | |
| CN101806053A (en) | Integral installation method of cantilever beams of self lifting type well drilling platform | |
| CN201151904Y (en) | Large-sized pile leg structure pulling and moving chute device for water borne mounting | |
| CN101942961A (en) | Conveyable light marine 90t workover rig | |
| CN102071652B (en) | Method and device for dragging large-tonnage object ashore | |
| CN101148870B (en) | Large-scale pile leg structure waterborne mounting dragging slide way device | |
| CN103738484A (en) | Sliding track vehicle for dragging and launching drilling ship |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170627 Effective date of abandoning: 20180612 |
|
| AV01 | Patent right actively abandoned |