CN108725703A - Profundal zone monitoring facilities bury platform and application method - Google Patents
Profundal zone monitoring facilities bury platform and application method Download PDFInfo
- Publication number
- CN108725703A CN108725703A CN201810566296.1A CN201810566296A CN108725703A CN 108725703 A CN108725703 A CN 108725703A CN 201810566296 A CN201810566296 A CN 201810566296A CN 108725703 A CN108725703 A CN 108725703A
- Authority
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- China
- Prior art keywords
- bracing members
- platform
- monitoring facilities
- strake
- holder
- 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
Links
- 238000012544 monitoring process Methods 0.000 title claims abstract description 30
- UZVHFVZFNXBMQJ-UHFFFAOYSA-N butalbital Chemical compound CC(C)CC1(CC=C)C(=O)NC(=O)NC1=O UZVHFVZFNXBMQJ-UHFFFAOYSA-N 0.000 title claims abstract description 20
- 238000000034 method Methods 0.000 title claims abstract description 14
- 238000005553 drilling Methods 0.000 claims abstract description 24
- 230000001681 protective effect Effects 0.000 claims abstract description 11
- 238000009434 installation Methods 0.000 claims abstract description 7
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 18
- 230000002093 peripheral effect Effects 0.000 claims description 4
- 239000002023 wood Substances 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 7
- 230000004308 accommodation Effects 0.000 abstract description 2
- 238000004873 anchoring Methods 0.000 abstract description 2
- 230000002452 interceptive effect Effects 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 230000000007 visual effect Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B17/00—Vessels parts, details, or accessories, not otherwise provided for
- B63B17/04—Stanchions; Guard-rails ; Bulwarks or the like
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention provides a kind of profundal zone monitoring facilities to bury platform and application method.Profundal zone monitoring facilities of the present invention bury platform and include Flat boat, choose holder, protective device and drilling machine outside；The Flat boat is fixed on by ship anchor and hawser on sea, and the drilling machine is set to the outer outermost end for choosing holder by the outer side chosen holder and be set up in the Flat boat, the protective device.Gadder is set to profile by the present invention by choosing holder outside, in conjunction with marine tide and the mobile accommodation of wind wave action anchoring, is effectively avoided hull and bury interfering with each other between facility, realizes burying for deep water monitoring facilities arbitrary orientation and spacing.The present invention has many advantages, such as simple in structure, easy for installation, safe and reliable, and avoids having buried facility to the limitation of hull anchorage point and hull to having buried the damaged in collision of facility, greatly improves working efficiency, be with a wide range of applications.
Description
Technical field
The invention belongs to monitoring facilities burying technology field, more particularly to a kind of profundal zone monitoring facilities are buried platform and are made
Use method.
Background technology
In geotechnical engineering, since geological conditions, load last the complex effects with extraneous factor, generally occur within landslide,
The Disasters such as unstability, sink deformation ensure the safe and smooth implementation of engineering construction to carry out early warning disposition to disaster in time, need
Bury necessary monitoring facilities.The embedded of monitoring facilities generally includes the works such as drilling machine pore-forming, instrument embedding installation, facilities protection
Sequence content.Land condition monitoring facility buries each process and is in land visual environment, burying technology comparative maturity.And
Profundal zone monitoring facilities embedded faced operating environment and land condition is entirely different, and land burying technology method is for deep water
Area's monitoring facilities, which are buried to exist, uses limitation and shortcomings：(1) deep water is buried each process and is both needed to by operation at sea platform
It can just complete, and job platform need to meet bearing capacity, space, safety requirements needed for deepwater work；(2) instrument cable laying,
Protection facility installation is both needed to implement on the water, and platform is to still needing to certain visual working space between the water surface；(3) monitoring facilities need to be higher by
The displacement of water surface certain distance, job platform should not be limited by monitoring facilities have been buried early period.
Invention content
To solve prior art problems existing for profundal zone drilling machine pore-forming, instrument embedding installation, facilities protection etc.,
A kind of profundal zone monitoring facilities of present invention offer bury platform and application method, and its technical solution is as follows：
Profundal zone monitoring facilities bury platform, including Flat boat, choose holder, protective device and drilling machine outside, it is characterised in that：
The Flat boat is fixed on by ship anchor and hawser on sea, and the drilling machine outer chosen holder and be set up in the Flat boat by described
Side, the protective device is set to the outer outermost end for choosing holder.
The Flat boat includes deck, strake；It includes bracing members, fixing piece to choose holder outside described；The protective device
Including guard rail, the wooden springboard；The drilling machine includes pedestal, vertical shaft；The first is fixed in one end of bracing members by fixing piece
On plate, the other end of bracing members stretches out strake, and bracing members stretch out the length of strake according to the drilling machine and embedded operation institute
Space size is needed to determine；Guard rail is fixed in the outermost end of bracing members, and pony sill is set on bracing members, and vertical shaft keeps vertical,
It is stretched out around pedestal on the bracing members of strake and is equipped with the wooden springboard.
The application method that platform is buried using profundal zone monitoring facilities as described above, is included the following steps：
(a) Flat boat is anchored on sea according to embedded job position, embedded platform is set up in advance in range and is put down
The railing of plate ship is cut off；
(b) one end of the bracing members is fixed on by the fixing piece on the deck, the other end of bracing members is stretched
Go out on the outside of the strake, more bracing members can be arranged according to required space size；
(c) guard rail is fixed in the outermost end of bracing members, the pedestal is steadily set up on the wooden springboard, is adjusted
The whole vertical shaft keeps vertical shaft vertical away from the outer peripheral distance of strake, and the bracing members upper berth of strake will be stretched out around pedestal
The full wooden springboard；
(d) drilling depth drilling and forming hole is preset according to measuring point, is monitored instrument and the Embedment and installation of protection facility, passes through
Hawser shifts hull to another measuring point, repeats aforesaid operations, until embedded complete whole measuring point monitoring facilities.
Profundal zone monitoring facilities of the present invention bury platform and I-steel, steel pipe may be used in the bracing members of application method
Or the forms such as timber are replaced with, the fixing piece may be used U-shaped dowel, bolt or replace with the forms such as welding.
The beneficial effects of the invention are as follows：
The present invention provides profundal zone monitoring facilities to bury platform and application method, and providing marine deep water using Flat boat makees
Gadder is set to profile by choosing holder outside, ensure that drilling machine pore-forming, instrument embedding, needed for facilities protection by industry platform
Working space requirement effectively avoid hull and buried to monitor to set in conjunction with marine tide and the mobile accommodation of stormy waves condition anchoring
Interfering with each other between applying, realization profundal zone monitoring facilities arbitrary orientation and spacing are buried；The present invention has simple in structure, peace
The advantages that dress is convenient, safe and reliable, adaptable, and avoid having buried limitation and hull of the facility to hull anchorage point
To having buried the damaged in collision of facility, shortcomings existing in the prior art are effectively overcome, greatly improve profundal zone monitoring
The embedded quality and working efficiency of facility, are with a wide range of applications.
Description of the drawings
Fig. 1 is the embedded platform structure schematic diagram of the present invention.
In figure：1- Flat boats；The decks 11-；12- strakes；Holder is chosen outside 2-；21- bracing members；22- fixing pieces；3- is protected
Device；31- guard rails；32- wood springboards；4- drilling machines；41- pedestals；42- vertical shafts.
Specific implementation mode
The present invention is described in detail below in conjunction with the accompanying drawings.
As shown in Figure 1, profundal zone monitoring facilities of the present invention bury platform, including Flat boat 1, holder 2, protective device are chosen outside
3 and drilling machine 4, the Flat boat 1 be fixed on sea by ship anchor and hawser, the drilling machine 4 is set up by the outer holder 2 of choosing
In the side of the Flat boat 1, the protective device 3 is set to the outer outermost end for choosing holder 2.
The Flat boat 1 includes deck 11, strake 12；The outer holder 2 of choosing includes bracing members 21, fixing piece 22；Institute
It includes guard rail 31, the wooden springboard 32 to state protective device 3；The drilling machine 4 includes pedestal 41, vertical shaft 42；One end of bracing members 21
It is fixed on the deck 11 by fixing piece 22, the other end of bracing members 21 stretches out strake 12, and bracing members 21 stretch out shipboard
The length of plate 12 is determined according to space size needed for the drilling machine 4 and embedded operation；Guard rail 31 is welded in bracing members 21
Outermost end, pedestal 41 are set up on bracing members 21, and vertical shaft 42 keeps vertical, and 41 surrounding of pedestal is stretched out on the bracing members of strake 12
21 are equipped with the wooden springboard 32.The height of guard rail 31 is not less than 1.2m, and the thickness of the wooden springboard 32 should be not less than 5cm；Vertical shaft 42
It is advisable with 0.5m or so away from 12 outer peripheral distance of the strake.
Profundal zone monitoring facilities provided in this embodiment bury platform application method, include the following steps：
(a) Flat boat 1 is anchored on sea according to embedded job position, embedded platform is set up in advance in range and is put down
The railing of plate ship 1 is cut off；
(b) deck 11 is fixed in 21 one end of the bracing members by the fixing piece 22, the other end overhangs in institute
12 outside of strake is stated, more bracing members 21 can be arranged according to required space size, 21 spacing of bracing members should be less than 1.0m；
(c) guard rail 31 is fixed in the outermost end of bracing members 21,31 spacing of guard rail should be less than 1.5m, will
The pedestal 41 is steadily set up on the wooden springboard 32, adjusts the vertical shaft 42 away from 12 outer peripheral distance of strake with 0.5m or so
It is advisable, keeps vertical shaft 42 vertical, 41 surrounding of pedestal is stretched out on the bracing members 21 of strake 12 and be paved with the wooden springboard 32.
(d) drilling depth drilling and forming hole is preset according to measuring point, is monitored instrument and the Embedment and installation of protection facility, passes through
Hawser shifts hull to another measuring point, repeats aforesaid operations, until embedded complete whole measuring point monitoring facilities.
Profundal zone monitoring facilities of the present invention bury bracing members described in the embodiment of platform and application method and work may be used
Word steel, steel pipe replace with the forms such as timber, and the fixing piece may be used U-shaped dowel, bolt or replace with the forms such as welding.
Invention has been described for above-described embodiment combination attached drawing, but can not therefore be interpreted as to patent of the present invention
The limitation of range.It should be pointed out that for those of ordinary skill in the art, in the premise for not departing from present inventive concept
Under, various modifications and improvements can be made, these are all belonged to the scope of protection of the present invention.
Claims (3)
1. profundal zone monitoring facilities bury platform, including Flat boat (1), holder (2), protective device (3) and drilling machine (4) are chosen outside,
It is characterized in that：The Flat boat (1) is fixed on by ship anchor and hawser on sea, and the drilling machine (4) chooses branch outside by described
Frame (2) is set up in the side of the Flat boat (1), and the protective device (3) is set to the outer outermost end for choosing holder (2).
2. profundal zone monitoring facilities according to claim 1 bury platform, it is characterised in that：The Flat boat (1) includes
Deck (11), strake (12)；It includes bracing members (21), fixing piece (22) to choose holder (2) outside described；The protective device (3)
Including guard rail (31), the wooden springboard (32)；The drilling machine (4) includes pedestal (41), vertical shaft (42)；One end of bracing members (21)
It is fixed on the deck (11) by fixing piece (22), the other end of bracing members (21) stretches out strake (12), bracing members
(21) length for stretching out strake (12) is determined according to space size needed for the drilling machine (4) and embedded operation；Guard rail
(31) it is fixed in the outermost end of bracing members (21), pedestal (41) is set up on bracing members (21), and vertical shaft (42) keeps vertical, pedestal
(41) it is stretched out around on the bracing members (21) of strake (12) and is equipped with the wooden springboard (32).
3. burying the application method of platform using profundal zone monitoring facilities according to claim 1 or 2, it is characterised in that：
This approach includes the following steps：
(a) Flat boat (1) is anchored on sea according to embedded job position, embedded platform is set up into tablet in range in advance
The railing of ship (1) is cut off；
(b) one end of the bracing members (21) is fixed on by the fixing piece (22) on the deck (11), bracing members
(21) the other end stretches out the outside of the strake (12), and more bracing members (21) are arranged according to required space size；
(c) guard rail (31) is fixed in the outermost end of bracing members (21), the pedestal (41) is steadily set up in wood
On springboard (32), the vertical shaft (42) is adjusted away from strake (12) outer peripheral distance, vertical shaft (42) is kept vertically, by pedestal
(41) it is stretched out around on the bracing members (21) of strake (12) and is paved with the wooden springboard (32)；
(d) drilling depth drilling and forming hole is preset according to measuring point, is monitored instrument and the Embedment and installation of protection facility, passes through hawser
Hull is shifted to another measuring point, repeats aforesaid operations, until embedded complete whole measuring point monitoring facilities.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810566296.1A CN108725703A (en) | 2018-06-05 | 2018-06-05 | Profundal zone monitoring facilities bury platform and application method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810566296.1A CN108725703A (en) | 2018-06-05 | 2018-06-05 | Profundal zone monitoring facilities bury platform and application method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108725703A true CN108725703A (en) | 2018-11-02 |
Family
ID=63932154
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810566296.1A Pending CN108725703A (en) | 2018-06-05 | 2018-06-05 | Profundal zone monitoring facilities bury platform and application method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108725703A (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4907657A (en) * | 1986-12-01 | 1990-03-13 | Shell Offshore, Inc. | Method for protecting a shallow water well |
| US6729804B1 (en) * | 2002-08-22 | 2004-05-04 | Itrec B.V. | Cantilevered tower for jack-up platform |
| CN101643110A (en) * | 2009-08-27 | 2010-02-10 | 中交第三航务工程勘察设计院有限公司 | Unilateral cantilever type water survey platform system |
| CN201972600U (en) * | 2011-04-01 | 2011-09-14 | 中铁港航工程局有限公司 | Drilling device for handling bare rocks |
| WO2012053982A1 (en) * | 2010-10-21 | 2012-04-26 | Conocophillips Company | Dual-derrick ice-worthy jack-up drilling unit |
| WO2013133694A1 (en) * | 2012-03-06 | 2013-09-12 | Itrec B.V. | An offshore system comprising a rig and a cantilever |
| KR101487650B1 (en) * | 2014-07-04 | 2015-01-29 | 주식회사 삼안 | Barge and boring excavation device separated marine boring system |
| WO2015024310A1 (en) * | 2013-08-22 | 2015-02-26 | 中交第三航务工程勘察设计院有限公司 | Shipborne truss combined in-situ testing platform |
| CN208306934U (en) * | 2018-06-05 | 2019-01-01 | 浙江省水利河口研究院 | Profundal zone monitoring facilities bury platform |
-
2018
- 2018-06-05 CN CN201810566296.1A patent/CN108725703A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4907657A (en) * | 1986-12-01 | 1990-03-13 | Shell Offshore, Inc. | Method for protecting a shallow water well |
| US6729804B1 (en) * | 2002-08-22 | 2004-05-04 | Itrec B.V. | Cantilevered tower for jack-up platform |
| CN101643110A (en) * | 2009-08-27 | 2010-02-10 | 中交第三航务工程勘察设计院有限公司 | Unilateral cantilever type water survey platform system |
| WO2012053982A1 (en) * | 2010-10-21 | 2012-04-26 | Conocophillips Company | Dual-derrick ice-worthy jack-up drilling unit |
| CN201972600U (en) * | 2011-04-01 | 2011-09-14 | 中铁港航工程局有限公司 | Drilling device for handling bare rocks |
| WO2013133694A1 (en) * | 2012-03-06 | 2013-09-12 | Itrec B.V. | An offshore system comprising a rig and a cantilever |
| WO2015024310A1 (en) * | 2013-08-22 | 2015-02-26 | 中交第三航务工程勘察设计院有限公司 | Shipborne truss combined in-situ testing platform |
| KR101487650B1 (en) * | 2014-07-04 | 2015-01-29 | 주식회사 삼안 | Barge and boring excavation device separated marine boring system |
| CN208306934U (en) * | 2018-06-05 | 2019-01-01 | 浙江省水利河口研究院 | Profundal zone monitoring facilities bury platform |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20181102 |