CN206202609U - A kind of islands and reefs foundation construction platform - Google Patents
A kind of islands and reefs foundation construction platform Download PDFInfo
- Publication number
- CN206202609U CN206202609U CN201621142068.4U CN201621142068U CN206202609U CN 206202609 U CN206202609 U CN 206202609U CN 201621142068 U CN201621142068 U CN 201621142068U CN 206202609 U CN206202609 U CN 206202609U
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- reefs
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Abstract
A kind of islands and reefs foundation construction platform, including main platform body, at least side of the main platform body are provided with the construction opening for going deep into main platform body certain distance, and the size of the construction opening matches with the construction parts size that need to be positioned.The utility model is a kind of foundation construction platform for carrying out islands and reefs pile of energy convenience and high-efficiency.
Description
Technical field
The utility model is related to a kind of islands and reefs foundation construction platform, the particularly construction of aquatic pile foundation plinth field of construction machinery
Platform.
Background technology
The key that permanent building is built on marine coral reef disk is how high efficient and reliable completes foundation
Construction and how to be reduced while ensureing efficient to naturally destruction, and it is to fill out reef using blowing sand to expand reef island of founding a capital now
The mode on island is built, but is adopted and is destroyed coral reef disk significantly in this way, expendable loss is caused to coral reef disk.
And adopt the skerries for being formed in this way, due to being land that simple dependence coral reef and sand are filled into, meet with wave
Corroded with sea wind, it is easy to be destroyed, it is therefore desirable to make cofferdam on reclaimation area periphery, prevent wave from corroding, and on cofferdam
The separation layer that additional concrete and sandstone are constituted is needed, contact of the sandbag with seawater is intercepted, meanwhile, in outermost, in addition it is also necessary to cloth
If concrete element, stop wave, therefore adopt the island built up in such a way, it is necessary to substantial amounts of sandy soil are filled, not only into
This height, take time and effort, and immeasurable loss is brought to ecology, therefore make high-rise pile cap and be undoubtedly and a kind of solve simultaneously
Certainly reef disk is basic under water and protrudes the good scheme of surface platform.And the operation platform on islands and reefs is using first in coral by stake machine now
The mode for laying stake after being driven piles on coral reef disk again builds platform, but because piling machine is applying man-hour requirement positioning, existing construction
Platform uses " two valve type machines tie up ship " form, and location hole is arranged on two valve type machines and ties up between ship, on the one hand because piling machine is being applied
Man-hour puts forth effort, in the side of operation platform, toppling for operation platform, stake after another aspect pile to be likely to result in when the sea is rough
It is higher by the water surface and stake is just in the junction of two lobeds, it is necessary to which separating hull can be just displaced to next position, and existing construction is put down
Platform is non-self-propulsion type, and displacement needs to be dragged using large ship or pushed away come in place, this displacement mode takes and troublesome poeration, and
This construction method is laborious time-consuming and damages Ship Structure.
Utility model content
The utility model solves the deficiencies in the prior art and is to provide a kind of simple to operate, greatlys save the engineering time,
Ensure that the islands and reefs foundation construction platform of pile quality.
In order to solve the above-mentioned technical problem, a kind of islands and reefs foundation construction platform that the utility model is provided, including platform master
Body, at least side of the main platform body is provided with the construction opening for going deep into main platform body certain distance, the construction opening it is big
It is small to match with construction parts size that is positioning.
The main platform body is provided with and is kept for one of main platform body balance or construction process requirement be open to a plurality of construction.
The construction opening sets a plurality of along main platform body side, adjacent opening spacing and the stake spacing of stake position of constructing
Match.
The construction opening is U-shaped or matrix opening.
Due to using said structure, the utility model to solve problems with：1st, because main platform body is goed deep into construction opening,
So allow that piling machine or rig are laid in position of the operation platform near middle part, it is ensured that piling machine or rig during construction
Gravitational equilibrium state is on operation platform so that operation platform is more stable.2nd, operation platform after rear pile of having constructed only is needed
Just be may exit off along being moved behind construction opening, mobile operation platform is not limited by stake.3rd, operation platform be provided with it is a plurality of with pilespacing away from
From equal construction opening, by constructing, opening can quickly position multiple stake positions using operation platform walking function, remove brill from
Machine determines the time of hole position, greatly improves drilling machine construction efficiency.
In sum, the utility model is a kind of dependable performance, multiple functional, and the operation platform of high degree of automation can
To complete the multiple stake holes of disposable alignment, after the completion of stake, move just may exit off afterwards, without decomposing hull, method simple to operate, greatly
The engineering time is saved greatly, it is ensured that pile quality, various equipment composition reef disk stakes high under water has been carried on the platform and platform comprehensive
Close operating system, can convenience and high-efficiency carry out pile foundation construction.
Brief description of the drawings
Fig. 1 is schematic diagram of the present utility model.
Fig. 2 (a) is the state diagram that the utility model shifts near stake position.
Fig. 2 (b) is state diagram of the utility model completion to stake.
Fig. 2 (c) is the state diagram that the utility model exits construction opening.
In figure：1st, main platform body；2nd, construction opening.
Specific embodiment
The utility model is further illustrated below in conjunction with the accompanying drawings.
Referring to Fig. 1 and Fig. 2, islands and reefs foundation construction platform includes main platform body 1, construct opening 2, in this example, the construction
5 times of distance not less than construction A/F of main platform body 1 are goed deep into opening 2, and the construction opening is equal along main platform body side
Even to set four, the adjacent construction opening spacing L matches with the stake spacing of stake position.
With reference to shown in Fig. 2 (a), operation platform needs the stake position of the multiple specified locations of disposable alignment.Using operation platform
The walking function for carrying, make construction opening 2 slowly align piles position and shift near.With reference to shown in Fig. 2 (b), when many on operation platform
Completed to stake when bar construction 2 centers of opening are with stake position center superposition.With reference to shown in Fig. 2 (c), after completing the construction of stake, startup is applied
The walking function of work platform, makes operation platform along shifting behind opening 2 until construction opening 2 is exited in stake completely.Repeating above step can
To complete the making of whole cushion cap stake.
The foregoing is only preferred embodiment of the present utility model, to those skilled in the art, this practicality
It is new to have various modifications and variations.It is all within spirit of the present utility model and principle, any modification for being made, equally replace
Change, improve, should be included within protection domain of the present utility model.
Claims (4)
1. a kind of islands and reefs foundation construction platform, including main platform body (1), it is characterised in that：At least the one of the main platform body (1)
Side is provided with the construction opening (2) for going deep into main platform body (1) certain distance, the size of construction opening (2) and applying for need to positioning
Work component sizes match.
2. islands and reefs foundation construction platform according to claim 1, it is characterised in that：The main platform body (1) is provided with guarantor
Hold main platform body balance or construction process requirement one is open (2) to a plurality of construction.
3. islands and reefs foundation construction platform according to claim 1 and 2, it is characterised in that：Construction opening (2) is along platform
Main body (1) side sets a plurality of, and adjacent construction opening (2) spacing matches with the stake spacing of stake position.
4. islands and reefs foundation construction platform according to claim 3, it is characterised in that：Construction opening (2) is U-shaped or recessed
Type opening.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621142068.4U CN206202609U (en) | 2016-10-20 | 2016-10-20 | A kind of islands and reefs foundation construction platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621142068.4U CN206202609U (en) | 2016-10-20 | 2016-10-20 | A kind of islands and reefs foundation construction platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206202609U true CN206202609U (en) | 2017-05-31 |
Family
ID=58757133
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621142068.4U Active CN206202609U (en) | 2016-10-20 | 2016-10-20 | A kind of islands and reefs foundation construction platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206202609U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106394820A (en) * | 2016-10-20 | 2017-02-15 | 山河智能装备股份有限公司 | Island reef foundation construction platform |
-
2016
- 2016-10-20 CN CN201621142068.4U patent/CN206202609U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106394820A (en) * | 2016-10-20 | 2017-02-15 | 山河智能装备股份有限公司 | Island reef foundation construction platform |
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