CN106043611A - Floating reef explosion platform - Google Patents
Floating reef explosion platform Download PDFInfo
- Publication number
- CN106043611A CN106043611A CN201610400295.0A CN201610400295A CN106043611A CN 106043611 A CN106043611 A CN 106043611A CN 201610400295 A CN201610400295 A CN 201610400295A CN 106043611 A CN106043611 A CN 106043611A
- Authority
- CN
- China
- Prior art keywords
- platform
- floating
- buoyancy tank
- reef explosion
- carrying
- 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.)
- Pending
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Artificial Fish Reefs (AREA)
Abstract
The invention discloses a floating reef explosion platform. The floating reef explosion platform is characterized in that the reef explosion platform comprises a floating box set; the floating box set is composed of multiple floating boxes (1) arranged in parallel; connecting pipes (2) for connecting all the floating boxes (1) into a whole are arranged outside the floating boxes (1); a bearing platform (3) is laid above the floating box set, and the area of the bearing platform (3) is larger than that of the floating box set; the bearing platform (3) is provided with four connecting holes (4); the interior of each connecting hole (4) is connected with a supporting upright (5) through a protective casing pipe; and guardrails (6) are further arranged at the positions of the outer edges of the bearing platform (3). The floating reef explosion platform is simple in structure, low in cost, convenient to erect/detach and quick to use.
Description
Technical field
The present invention relates to phytal zone, coastal waters reef explosion dredging technology field, particularly a kind of floating reef explosion platform.
Background technology
Phytal zone, coastal waters reef explosion dredging, has that submerged reef is many, the depth of water is shallow, by features such as tidal effect are big, the most domestic closely
The reef explosion dredging of phytal zone, sea uses underwater drilling and blasting ship or erection construction platform.Underwater drilling and blasting ship construction is restricted by draft, Er Qieqi
Relatively big by tidal effect, there is the problem that efficiency of construction is low；And it is high to set up temporary construction platform cost, long in time limit, seriously carry
The high cost of reef explosion dredging；It may be said that above two mode is all not suitable for the requirement of phytal zone, coastal waters rapid construction, therefore existing
Needing a kind of method or apparatus that can solve the problem that the problems referred to above.
Summary of the invention
The present invention is to solve the above-mentioned deficiency existing for prior art, proposes a kind of simple in construction, with low cost, takes
Build/remove the platform of floating reef explosion easily and efficiently.
The technical solution of the present invention is: a kind of floating reef explosion platform, it is characterised in that: described reef explosion platform includes
Buoyancy tank group, described buoyancy tank group is made up of multiple buoyancy tanks 1 being set up in parallel, and is outside equipped with at buoyancy tank 1 and is connected as by all buoyancy tanks 1
The connection pipe fitting 2 of one, in buoyancy tank group overlaid with carrying platform 3, and the area of carrying platform 3 is more than buoyancy tank group
Area, is provided with four connecting holes 4 on carrying platform 3, and being connected by protecting pipe in each connecting hole 4 has support post
5, the outer edge at carrying platform 3 is additionally provided with guardrail 6.
Multiple reinforcement 7 it is additionally provided with between described buoyancy tank 1 and the outward flange of carrying platform 3.
Four described connecting holes 4 lay respectively on four summits of a rectangle.
The present invention compared with the existing technology, has the advantage that
The floating reef explosion platform of this kind of version, its simple in construction, to design ingenious, it uses steel construction and floating drum mutually to tie
Close, construct one can floating platform structure across the sea, and it is designed with the structure such as reinforcement, guardrail, is ensureing
On the basis of this platform integral rigidity and intensity, additionally it is possible to adequately protect the safety of the personnel of operation on platform；Carrying out this
When building of platform, construction speed is fast, the duration is short, and allocation of labor resources is low, and is not restricted by the depth of water, and on the platform
The impact of the depth of water and tide will not be received, it is possible to be adapted to executing of the various working condition in phytal zone, coastal waters when carrying out construction operation
Work；It can be said that it has great promotional value, social benefit is good, for phytal zone, the coastal waters reef explosion work side of providing
Just.
Accompanying drawing explanation
Fig. 1 is the top view of the embodiment of the present invention.
Fig. 2 is that the A of Fig. 1 is to structural representation.
Fig. 3 is that the B of Fig. 1 is to structural representation.
Detailed description of the invention
The detailed description of the invention of the present invention is described below in conjunction with accompanying drawing.As shown in Figure 1, Figure 2, Figure 3 shows: a kind of floating reef explosion
Platform, it includes buoyancy tank group, and buoyancy tank group here is made up of multiple buoyancy tanks 1 being set up in parallel, and being outside equipped with at buoyancy tank 1 can be by
All buoyancy tanks 1 connect as one the connection pipe fitting 2 of structure, overlaid with carrying platform 3 and described in described buoyancy tank group
The area of carrying platform 3, more than the area of buoyancy tank group, is provided with four connecting holes 4, and these four connections on carrying platform 3
Hole 4 lays respectively on four summits of a rectangle, and being connected by protecting pipe in each connecting hole 4 has a support post
5, and it is additionally provided with guardrail 6 in the outer edge of carrying platform 3；And also set between the outward flange of buoyancy tank 1 and carrying platform 3
It is equipped with multiple reinforcement 7, to improve bulk strength and the rigid nature of this reef explosion platform.
The work process of the floating reef explosion platform of the embodiment of the present invention is as follows: first take multiple buoyancy tank 1, between suitably
Neat every putting side by side, then utilize connection pipe fitting 2 that above-mentioned buoyancy tank 1 is connected as an entirety, be buoyancy tank group, then floating
Laying carrying platform 3 above case group, and build guardrail 6 and reinforcement 7 respectively, this kind of floating reef explosion platform construction completes, and incite somebody to action this
Platform is placed on marine, then utilizes canoe (this canoe also can also serve as guardship) to pull platform to explosion position, Ke Yiyong
This platform is fixed by hawser with pierhead trestle, or carries out corner as required and cast anchor fixing；This platform is fixed on appointment position
After, utilize hoist engine and jack to transfer all of support post 5 by protecting pipe, allow the bottom of support post 5 and seabed basic unit
(marine rock, reef) contacts, and the effect lower platform at support post 5 is fixed and overall lifting, now support post 5 stress pair
Platform is supported, and after platform is firm, utilizes hidden hole drilling to carry out in bore area holing, loading the work such as explosive, and dynamite charge is complete
Cheng Hou, unclamps support post 5 and weighs anchor, and with canoe, platform tows to safety zone or next explosion place.
Buoyancy tank used by this platform can utilize waste and old oil drum, Plastic Drum etc..
Claims (3)
1. a floating reef explosion platform, it is characterised in that: described reef explosion platform includes buoyancy tank group, and described buoyancy tank group is by multiple
Buoyancy tank (1) composition being set up in parallel, is outside equipped with the connection pipe fitting (2) connected as one by all buoyancy tanks (1) at buoyancy tank (1),
In buoyancy tank group overlaid with carrying platform (3), and the area of carrying platform (3) is more than the area of buoyancy tank group, in carrying
Being provided with four connecting holes (4) on platform (3), being connected by protecting pipe in each connecting hole (4) has support post (5),
Outer edge at carrying platform (3) is additionally provided with guardrail (6).
Floating reef explosion platform the most according to claim 1, it is characterised in that: at described buoyancy tank (1) and carrying platform (3)
Outward flange between be additionally provided with multiple reinforcement (7).
Floating reef explosion platform the most according to claim 1, it is characterised in that: four described connecting holes (4) lay respectively at
On four summits of one rectangle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610400295.0A CN106043611A (en) | 2016-06-08 | 2016-06-08 | Floating reef explosion platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610400295.0A CN106043611A (en) | 2016-06-08 | 2016-06-08 | Floating reef explosion platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106043611A true CN106043611A (en) | 2016-10-26 |
Family
ID=57169710
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610400295.0A Pending CN106043611A (en) | 2016-06-08 | 2016-06-08 | Floating reef explosion platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106043611A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842768A (en) * | 2018-05-25 | 2018-11-20 | 江苏麦廊新材料科技有限公司 | Efficient water surface pile-sinking machine device people |
| CN110887780A (en) * | 2019-12-03 | 2020-03-17 | 浙江大学 | Concrete test method for ocean tide area |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0959182A1 (en) * | 1998-05-20 | 1999-11-24 | Doris Engineering | Self-rising offshore platform and installation process of same |
| GB2359787A (en) * | 2000-03-02 | 2001-09-05 | Ocean Resource Ltd | Jack up platform supported on suction piles |
| CN102116017A (en) * | 2011-01-04 | 2011-07-06 | 广西电力工业勘察设计研究院 | Foam platform for drilling on waterways |
| CN202023182U (en) * | 2011-01-04 | 2011-11-02 | 广西电力工业勘察设计研究院 | Waterborne drilling foam platform |
| CN202208909U (en) * | 2012-01-19 | 2012-05-02 | 天津市海王星海上工程技术有限公司 | Movable-baseplate self-lifting platform |
| CN104002936A (en) * | 2014-05-07 | 2014-08-27 | 广州宏伟工程承包有限公司 | Coastal shoal drilling platform |
| CN204023540U (en) * | 2014-01-03 | 2014-12-17 | 国核电力规划设计研究院 | A kind of drilling platform |
| KR101635060B1 (en) * | 2014-06-20 | 2016-07-01 | 삼성중공업 주식회사 | Floating structrue |
-
2016
- 2016-06-08 CN CN201610400295.0A patent/CN106043611A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0959182A1 (en) * | 1998-05-20 | 1999-11-24 | Doris Engineering | Self-rising offshore platform and installation process of same |
| GB2359787A (en) * | 2000-03-02 | 2001-09-05 | Ocean Resource Ltd | Jack up platform supported on suction piles |
| CN102116017A (en) * | 2011-01-04 | 2011-07-06 | 广西电力工业勘察设计研究院 | Foam platform for drilling on waterways |
| CN202023182U (en) * | 2011-01-04 | 2011-11-02 | 广西电力工业勘察设计研究院 | Waterborne drilling foam platform |
| CN202208909U (en) * | 2012-01-19 | 2012-05-02 | 天津市海王星海上工程技术有限公司 | Movable-baseplate self-lifting platform |
| CN204023540U (en) * | 2014-01-03 | 2014-12-17 | 国核电力规划设计研究院 | A kind of drilling platform |
| CN104002936A (en) * | 2014-05-07 | 2014-08-27 | 广州宏伟工程承包有限公司 | Coastal shoal drilling platform |
| KR101635060B1 (en) * | 2014-06-20 | 2016-07-01 | 삼성중공업 주식회사 | Floating structrue |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842768A (en) * | 2018-05-25 | 2018-11-20 | 江苏麦廊新材料科技有限公司 | Efficient water surface pile-sinking machine device people |
| CN110887780A (en) * | 2019-12-03 | 2020-03-17 | 浙江大学 | Concrete test method for ocean tide area |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20161026 |
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| WD01 | Invention patent application deemed withdrawn after publication |