CN105675255B - A kind of platform marine riser couples pond experimental system for simulating - Google Patents

A kind of platform marine riser couples pond experimental system for simulating Download PDF

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Publication number
CN105675255B
CN105675255B CN201610104668.XA CN201610104668A CN105675255B CN 105675255 B CN105675255 B CN 105675255B CN 201610104668 A CN201610104668 A CN 201610104668A CN 105675255 B CN105675255 B CN 105675255B
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China
Prior art keywords
marine riser
simulating
connector
platform
experimental system
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CN105675255A (en
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周建良
许亮斌
赵晶瑞
盛磊祥
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China National Offshore Oil Corp CNOOC
CNOOC Research Institute Co Ltd
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China National Offshore Oil Corp CNOOC
CNOOC Research Institute Co Ltd
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M10/00Hydrodynamic testing; Arrangements in or on ship-testing tanks or water tunnels

Abstract

The present invention relates to a kind of platform marine riser to couple pond experimental system for simulating, it is characterised in that:It is fastenedly connected the hold-down support in pond deep-well bottom including a fixed mount being crossed on platform moon pool and one, a centrally disposed through hole for hold-down support, cell body is offered at the top of hold-down support;In the head clearance of fixed mount, two fixed pulleys are set, one first connector is fastenedly connected on the fixed mount between two fixed pulleys, the end of first connector connects the upper end of a marine riser by one first body, marine riser is connected close to the one end of the both sides of the part of upper end respectively with a rope body, and the other end of each rope body through a fixed pulley and is fastenedly connected a solids;One height adjustment frame is set in the cell body of hold-down support, in the top center of height adjustment frame, one perforation ball is set, one second connector is set in the through hole of hold-down support, second connector is fastenedly connected in pond deep-well bottom, one end of one second body is connected in the end of the second connector, the other end of the second body is connected after passing through ball of perforating by one the 3rd connector with the lower end of the marine riser.

Description

A kind of platform marine riser couples pond experimental system for simulating
Technical field
The present invention relates to a kind of experimental system for simulating, and pond simulated experiment system is coupled especially with regard to a kind of platform marine riser System.
Background technology
In the prior art, marine riser is the essential engineer equipment of drilling platforms operation on the sea.Drillng operation after Water pipe connects subsea blow out preventer and floating platform, for completely cutting off seawater, importing drilling tool and sleeve pipe and forming the logical of mud circulation Road.Deep water riser belongs to the flexible member of big L/D ratio, will be born in deepwater work large-scale fluid-load and by The influence of upper end floating platform motion, it can not be ignored for floating platform motion and the effect of underwater well head, be this industry Boundary has carried out a large amount of numerical simulation and experiments for floating platform marine riser Coupled Dynamics mechanism and studied, to rest in The mechanical characteristic of floating platform marine riser coupled system under extreme environmental conditions, should from control riser top stroke and bending Power, marine riser is reduced to the angle of underwater well head active force to its top pretension size proposition engineering advice, so that it is determined that every The environmental load window of water pipe operation and recovery.
In experimental study field, it is to ensure experimental result tool to establish rational platform-mooring cable-marine riser coupling model There is the key point of authenticity.But its difficult point is:(1) external fluid to marine riser mechanical characteristic itself and suffered by it The simulation of load.Although marine riser external diameter, length, Mass Distribution, axial direction and bending stiffness can be according to scaling factors according to several What similar method is handled, but it is difficult some in terms of the simulation of outside fluid-load to be still present.Due to marine riser The external fluid load being subject to is based on viscous drag force, but because fluid media (medium) is water in tank experiments, Reynolds number without Method is consistent, therefore the external fluid load point to marine riser mechanical characteristic itself and suffered by it is needed in tank experiments Analog form that Cai Yong be not different.(2) marine riser is connected and the place of subsea wellheads edge-restraint condition with top floating platform Reason.Because riser top is connected by flexible coupling with telescopic joint, therefore release the freedom of riser top heave movement Degree, marine riser is suspended on floating platform hull by stretcher in addition, and stretcher can be according to floating platform change in displacement Its axial rigidity is adjusted, so that riser top is acted on by a constant force substantially.Water proof bottom of the tube and subsea blow out preventer, Well head etc. forms a complete tubular column system, and tubular column system is sent out in the presence of the load such as wave, ocean current, floating platform skew Raw transversely deforming, now seabed soil will have to well head supports and anti-rotation effect.In summary, experimental system must be to water proof Reasonably simulated with floating platform, water proof bottom of the tube and the connected mode at well head in tube top portion.
The content of the invention
In view of the above-mentioned problems, it is an object of the invention to provide a kind of mechanical characteristic that can simulate marine riser coupled system and Easy to operate platform marine riser coupling pond experimental system for simulating.
To achieve the above object, the present invention takes following technical scheme:A kind of platform marine riser couples pond simulated experiment System, it is characterised in that:It is fastenedly connected in pond deep-well bottom including a fixed mount being crossed on platform moon pool and one Hold-down support, the hold-down support are provided centrally with a through hole, cell body are offered at the top of the hold-down support;Described The head clearance of fixed mount is provided with two fixed pulleys, and one is fastenedly connected on the fixed mount between two fixed pulleys First connector, the end of first connector pass through moon pool and vertically arranged marine riser by one first body connection one Upper end, the marine riser close to the both sides of the part of upper end respectively with one rope body one end be connected, it is each it is described restrict body it is another One end is through a fixed pulley and is fastenedly connected a solids;A height is provided with the cell body at the top of the hold-down support Adjustment frame, the top center of the height adjustment frame is provided with a perforation ball, set in the through hole of the hold-down support One second connector is equipped with, second connector is fastenedly connected in pond deep-well bottom, in the end of second connector Connect one end of one second body, the other end of second body is through passing through one the 3rd connector and institute after the perforation ball State the lower end connection of marine riser.
Two exhausting holes are symmetrically arranged with the height adjustment frame, wherein one through hole in through hole described in every row In plug a latch, the both ends of the latch are stuck in the top of cell body described in the hold-down support.
The marine riser includes a metal tube, and a foam layer and one is disposed with the outside of the metal tube and is prevented Water film.
Three foil gauges are arranged at intervals with the marine riser;First, second, and third connector is respectively ten thousand To articulated joint or flexural pivot.
One or three component instrument are provided with second body;First body and second body are metal Pipe.
One bracket is set close to the part of upper end in the marine riser, two hooks are relatively set with the bracket, often One end of the one rope body is fastenedly connected wherein on a hook.
For the present invention due to taking above technical scheme, it has advantages below:1st, the present invention is provided with a marine riser, water proof Pipe close to upper end part both sides respectively with one rope body one end be connected, it is each rope body the other end through a fixed pulley and tightly Be solidly connected a solids so that the lifting power of riser top of the present invention influenceed by platform motion it is smaller, it is solid by changing two The quality of body thing, the adjustment to riser top tensile force can be realized.2nd, the present invention is due to there is provided a height adjustment frame, The top center of height adjustment frame is provided with a perforation ball, is worn in perforation ball on one second body, the top of the second body Connected by the lower end of a connector and marine riser, it is firm to the anti-rotation of water proof bottom of the tube that the present invention can simulate pond deep-well bottom Size is spent, so as to the soil condition of simulated sea bottom diverse location.3rd, the connection of the top of marine riser of the present invention and platform, marine riser Bottom and the connection at the deep-well mouth of pond, the coupled model of platform and marine riser can be realized.4th, the present invention is on marine riser Three foil gauges are arranged at intervals with, by suffered by the diverse location being sized on detection marine riser of deformation on each foil gauge The size of liquid force.5th, the present invention is provided with one or three component instrument on the second body, for by the axial direction on the second body Power is decomposed into the active force along tri- directions of X, Y and Z, serve transmission, load sharing body axial force effect.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention
Fig. 2 is the schematic top plan view of the present invention
Fig. 3 is Fig. 1 A-A to schematic top plan view
Fig. 4 is the schematic cross-sectional view of the cross section of marine riser of the present invention
Embodiment
The present invention is described in detail with reference to the accompanying drawings and examples.
As shown in Figure 1 and Figure 2, the present invention proposes a kind of platform marine riser coupling pond experimental system for simulating, and it includes one The fixed mount 2 and one being crossed on platform moon pool 1 is fastenedly connected the hold-down support 3 in pond deep-well bottom.Wherein, hold-down support 3 are provided centrally with a through hole 31, and the top of hold-down support 3 offers cell body (not shown).Between the top of fixed mount 2 Every being provided with two fixed pulleys 4, a connector 5 is fastenedly connected on the fixed mount 2 between two fixed pulleys 4.The end of connector 5 Portion passes through the upper end of moon pool 1 and vertically arranged marine riser 7 by a body 6 connection one.Marine riser 7 is close to the part of upper end The one end of both sides respectively with a rope body 8 is connected, and the other end of each rope body 8 through a fixed pulley 4 and is fastenedly connected a solids 9, the weight by changing solids 9 can realize the adjustment to the top-tensioned power of marine riser 7.Groove at the top of hold-down support 3 A height adjustment frame 10 is provided with vivo, wherein, height adjustment frame 10 is to adjust relative to the height of pond deep-well bottom 's.The top center of height adjustment frame 10 is provided with a perforation ball 11, pond deep-well bottom can be simulated to the bottom of marine riser 7 Anti-rotation rigidity size, so as to simulated sea bottom diverse location soil condition.A company is provided with the through hole 31 of hold-down support 3 Device 12 is connect, connector 12 is fastenedly connected in pond deep-well bottom.One end of a body 13, body are connected in the end of connector 12 13 other end is connected after passing through perforation ball 11 by a connector 14 with the lower end of marine riser 7.
In above-described embodiment, as shown in Figure 1, Figure 3, two exhausting holes 101 are symmetrically arranged with height adjustment frame 10, every A latch 102 is plugged in a wherein through hole 101 in exhausting hole 101, the both ends of latch 102 are stuck in the top of the cell body of hold-down support 3 Portion, by the way that two latches 102 are plugged in into two exhausting holes, 101 corresponding diverse location to realize height adjustment frame 10 relative to pond The height change of deep-well bottom.
In above-described embodiment, as shown in figure 4, marine riser 7 includes a metal tube 71, for providing equivalent marine riser 7 Quality and bending stiffness.A foam layer 72 and a waterproofing membrane 73 are disposed with the outer wall of metal tube 71, wherein, Foam layer 72 is used to make marine riser 7 bear equivalent fluid-load, and waterproofing membrane 73 is used to prevent external fluid from entering gold Belong to pipe 71.
In above-described embodiment, as shown in figure 1, three foil gauges 15 can be arranged at intervals with marine riser 7, by each The size of liquid force suffered by diverse location on the size detection marine riser 7 of deformation on foil gauge 15.
In above-described embodiment, as shown in figure 1, one or three component instrument 131 are provided with body 13, for by body 13 Axial force is decomposed into the active force (Z-direction is the axial direction of body 13) along tri- directions of X, Y and Z, can play transmission, load sharing pipe The effect of the axial force of body 13.
In above-described embodiment, as shown in figure 1, a bracket 16 can be set close to the part of upper end in marine riser 7, in bracket Two hooks 161 are relatively set with 16, one end of each rope body 8 is fastenedly connected wherein on a hook 161.
In above-described embodiment, body 6 and body 13 are metal tube.
In above-described embodiment, as shown in figure 1, connector 5,12,14 can be universal hinging head or flexural pivot.
In the use of the present invention, it comprises the following steps:
(1) determination of marine riser 7.
Length, diameter and the wall thickness of the metal tube 71 of marine riser 7 are determined according to geometrical similarity principle and scaling factor first so that Marine riser 7 is with prototype in Mass Distribution with being consistent in bending stiffness.It is equal according to Reynolds number, the external diameter of marine riser 7 is determined, It is wrapped in using foamed plastics 72 on the outer wall of metal tube 71, is then wrapped up and sealed using waterproofing membrane 73.
Geometrical similarity principle:
Reynolds number equation equal principle:
ρmVmDmmsVsDss
Wherein, subscript s represents prototype value, and subscript m represents model value, and L is characterized length and (represents marine riser 7, metal tube 71 Length), A is sectional area, and λ is scaling factor, and V is characterized speed, and D is characterized diameter, and ρ is fluid density, and η is fluid viscosity.
(2) experimental system for simulating is installed.
First in pond deep-well bottom installs connector 12, and body 13 and connector 14 are attached, then will be solid Determine the outside that bearing 3 is fixed on connector 12, the height adjustment frame 10 with perforation ball 11 is then arranged on hold-down support 3 On.The determination method of the moment of flexure of height adjustment frame 10 can be determined according to the calculating of freely-supported beam end moment of flexure, specific as follows:
L=6EI/K
Wherein, l is the distance at center extremely perforation ball 11 center of connector 12, and E is the modulus of elasticity of body 13, and I is pipe For body 13 relative to the moment of inertia of its own axis, K is the pond bottom of pond soil anti-rotation rigidity for needing to simulate.
The top of body 13 and the lower end of marine riser 7 are attached by connector 14, are pacified afterwards in the upper end of marine riser 7 Fill the hook of bracket 16 and two 161.
Mounting and fixing support 2, two fixed pulleys 4 and connector 5 on the moon pool of platform, body 6 is connected with connector 5, it Reduce platform afterwards and absorb water the top for causing body 6 to insert marine riser 7, finally make each rope body 8 through a fixed pulley 4 and a hook 161 are connected, and the other end of rope body 8 is connected with solids 9.
(3) design environmental conditions, model test is carried out.
According to Fu, your moral number is equal with Strouhal number equal principle design environmental conditions, and sector-style of going forward side by side wave stream environment carries The application of lotus and marine riser stress, the DATA REASONING of strain.
Fu Rude numbers are equal:
Strouhal number is equal:
VmTm/Lm=VsTs/Ls
Wherein, subscript s represents prototype value, and subscript m represents model value, and L is characterized length, and T is characterized the cycle, and V is characterized Speed.
The various embodiments described above are merely to illustrate the present invention, wherein the structure of each part, connected mode etc. are all can be Change, every equivalents carried out on the basis of technical solution of the present invention and improvement, it should not exclude the present invention's Outside protection domain.

Claims (10)

1. a kind of platform marine riser couples pond experimental system for simulating, it includes a fixed mount and one being crossed on platform moon pool The hold-down support in pond deep-well bottom is fastenedly connected, the hold-down support is provided centrally with a through hole, it is characterised in that: Cell body is offered at the top of the hold-down support;
The head clearance of the fixed mount is provided with two fixed pulleys, on the fixed mount between two fixed pulleys One first connector is fastenedly connected, the end of first connector passes through moon pool and vertical cloth by one first body connection one The upper end for the marine riser put, the marine riser are connected close to the one end of the both sides of the part of upper end respectively with a rope body, Mei Yisuo The other end of rope body is stated through a fixed pulley and is fastenedly connected a solids;Set in the cell body at the top of the hold-down support A height adjustment frame is equipped with, the top center of the height adjustment frame is provided with a perforation ball, in the institute of the hold-down support State and one second connector is provided with through hole, second connector is fastenedly connected in pond deep-well bottom, is connected described second The end for connecing device connects one end of one second body, and the other end of second body is through passing through one the 3rd after the perforation ball Connector is connected with the lower end of the marine riser.
A kind of 2. platform marine riser coupling pond experimental system for simulating as claimed in claim 1, it is characterised in that:In the height Two exhausting holes are symmetrically arranged with degree adjustment frame, a latch, institute are plugged in wherein one through hole in through hole described in every row The both ends for stating latch are stuck in the top of cell body described in the hold-down support.
A kind of 3. platform marine riser coupling pond experimental system for simulating as claimed in claim 1, it is characterised in that:The water proof Pipe includes a metal tube, and a foam layer and a waterproofing membrane are disposed with the outside of the metal tube.
A kind of 4. platform marine riser coupling pond experimental system for simulating as claimed in claim 2, it is characterised in that:The water proof Pipe includes a metal tube, and a foam layer and a waterproofing membrane are disposed with the outside of the metal tube.
5. a kind of platform marine riser coupling pond experimental system for simulating as claimed in claim 1 or 2 or 3 or 4, its feature exist In:Three foil gauges are arranged at intervals with the marine riser;First, second, and third connector is respectively universal hinging Head or flexural pivot.
6. a kind of platform marine riser coupling pond experimental system for simulating as claimed in claim 1 or 2 or 3 or 4, its feature exist In:One or three component instrument are provided with second body;First body and second body are metal tube.
A kind of 7. platform marine riser coupling pond experimental system for simulating as claimed in claim 5, it is characterised in that:Described One or three component instrument are provided with two bodys;First body and second body are metal tube.
8. a kind of platform marine riser coupling pond experimental system for simulating as described in claim 1 or 2 or 3 or 4 or 7, its feature It is:One bracket is set close to the part of upper end in the marine riser, two hooks, Mei Yisuo are relatively set with the bracket The one end for stating rope body is fastenedly connected wherein on a hook.
A kind of 9. platform marine riser coupling pond experimental system for simulating as claimed in claim 5, it is characterised in that:It is described every Water pipe sets a bracket close to the part of upper end, and two hooks, one end of each rope body are relatively set with the bracket It is fastenedly connected wherein on a hook.
A kind of 10. platform marine riser coupling pond experimental system for simulating as claimed in claim 6, it is characterised in that:Described Marine riser sets a bracket close to the part of upper end, is relatively set with two hooks on the bracket, and the one of each rope body End is fastenedly connected wherein on a hook.
CN201610104668.XA 2016-02-25 2016-02-25 A kind of platform marine riser couples pond experimental system for simulating Active CN105675255B (en)

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CN107907313A (en) * 2017-09-25 2018-04-13 西南石油大学 A kind of device that the stress of marine riser when deep sea drilling platform keeps away platform is simulated using resistance strain gauge
CN111982461B (en) * 2019-05-23 2022-02-08 中国石油大学(华东) Ocean oil gas tubular column rigid body fluid-solid coupling semi-physical simulation test device
CN110186645B (en) * 2019-06-17 2020-12-01 中国海洋石油集团有限公司 Test device for testing load of buoy region of deepwater anti-bench drilling marine riser

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US8074720B2 (en) * 2004-09-28 2011-12-13 Vetco Gray Inc. Riser lifecycle management system, program product, and related methods
CN202338231U (en) * 2011-11-21 2012-07-18 宝鸡石油机械有限责任公司 Steel wire rope type riser tensioner device
CN102518397B (en) * 2011-12-24 2013-12-25 大连理工大学 Tension mooring type underwater drilling system and mounting method for same
GB2501094A (en) * 2012-04-11 2013-10-16 Managed Pressure Operations Method of handling a gas influx in a riser
US10168253B2 (en) * 2014-05-30 2019-01-01 General Electric Company Marine riser management system including subsea acoustic monitoring platform and an associated method
CN104266854B (en) * 2014-08-08 2015-09-23 西南石油大学 A kind of based on the marine riser mechanical behavior pilot system under marine environment and drilling condition coupling and test method thereof
CN104613927A (en) * 2015-02-15 2015-05-13 中国海洋石油总公司 Method for monitoring rotating angle of deep marine riser
CN105136598B (en) * 2015-08-04 2018-03-30 西南石油大学 A kind of Deep Water Drilling Riser and drill string wear simulation test device and test method

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Address after: 100010 Beijing, Chaoyangmen, North Street, No. 25, No.

Co-patentee after: CNOOC research institute limited liability company

Patentee after: China Offshore Oil Group Co., Ltd.

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