GB2492582A - Modular elongate superstructure - Google Patents

Modular elongate superstructure Download PDF

Info

Publication number
GB2492582A
GB2492582A GB1111588.8A GB201111588A GB2492582A GB 2492582 A GB2492582 A GB 2492582A GB 201111588 A GB201111588 A GB 201111588A GB 2492582 A GB2492582 A GB 2492582A
Authority
GB
United Kingdom
Prior art keywords
segment
text
boom
superstructure
modular
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.)
Granted
Application number
GB1111588.8A
Other versions
GB2492582B (en
GB201111588D0 (en
GB2492582B8 (en
GB2492582A8 (en
Inventor
Ben Alexander Ramsay
Ian Anthony Gowens
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Aker Offshore Partner Ltd
Original Assignee
Aker Offshore Partner Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Aker Offshore Partner Ltd filed Critical Aker Offshore Partner Ltd
Priority to GB1111588.8A priority Critical patent/GB2492582B8/en
Publication of GB201111588D0 publication Critical patent/GB201111588D0/en
Publication of GB2492582A publication Critical patent/GB2492582A/en
Publication of GB2492582B publication Critical patent/GB2492582B/en
Application granted granted Critical
Publication of GB2492582B8 publication Critical patent/GB2492582B8/en
Publication of GB2492582A8 publication Critical patent/GB2492582A8/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B41/00Equipment or details not covered by groups E21B15/00 - E21B40/00
    • E21B41/005Waste disposal systems
    • E21B41/0071Adaptation of flares, e.g. arrangements of flares in offshore installations

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Environmental & Geological Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Fluid Mechanics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Lining And Supports For Tunnels (AREA)
  • General Engineering & Computer Science (AREA)
  • Wind Motors (AREA)
  • Mechanical Engineering (AREA)
  • Aviation & Aerospace Engineering (AREA)

Abstract

An elongate superstructure is installed on a boom by lowering from a helicopter a multiplicity of segments in succession and locating a segment as it is lowered by its engagement with a previously installed segment. Each segment may include at least one slotted part (14) for engagement over a cross-member (7) of the boom, a front end adapted to be located longitudinally by a preceding segment and a rear end adapted to locate longitudinally a succeeding segment.

Description

MODULAR PLATFORMS AND ASSEMBLY THEREOF
This invention relates to the installation and assembly of an elongate superstructure such as a platform or stairway on a boom which extends from an offshore installation S such as a drilling rig.
One example of such a boom is a flare boom which carries at its far end a flare tip at which gaseous hydrocarbons are burned. A flare boom generally extends for a substantial distance upwards and away from the rig so that the flare is located as far away as reasonably practical from workers on the rig. The boom is normally composed of a regular lattice work of steel pipes.
The construction of such a superstructure on a boom normally requires the presence of personnel on the boom for a substantial period. Usually the superstructure has to be assembled on site by those personnel and typically requires substantial scaffolding on the boom.
It is therefore the object of the invention to alleviate these disadvantages and possible dangers and in particular to allow the placement of modular prefabricated segments of the superstructure by helicopter.
Summary of the invention
In one aspect the invention provides a method of installing an elongate superstructure on 3 boom that extends from an offshore structure comprising lowering from a helicopter a multiplicity of prefabricated segments in succession and locating a segment as it is lowered by its engagement with a previously installed segment.
Preferably an installed segment provides at a rear end a datum for the location of a succeeding segment and the said succeeding segment rotates with respect to the datum into engagement with the boom.
In a specific example, each segment has a slotted part and the method includes engaging the slotted part over a respective cross-member of the boom.
The invention also provides a modular segment of a superstructure for installation on a boom, the segment being in elongate form and capable of forming a continuous structure with longitudinally adjacent segments, the segment including at least one slotted part for engagement over a cross-member of the boom, a front end adapted to be located longitudinally by a preceding segment and a rear end adapted to locate longitudinally a succeeding segment.
The segment may have a pair of jaws for securing the segment to the cross-member io Preferably the front end carries a transverse member and the rear end has at least one hook shaped for capturing and locating the corresponding transverse member of a succeeding segment. The segment may carry steps forming a stairway along the segment.
Introduction to the drawings
Figure 1 illustrates a flare boom on which a superstructure according to the invention has been assembled Figure 2 illustrates partly the method of installation according to the invention Figures 3 to 5 illustrate various parts of segment of a superstructure according to the invention in different phases of installation.
Figures illustrate part of a segment to a larger scale in different phases of assembly Figure 9 illustrates the attachment of one segment to another in greater detail.
In Figure 1 is shown a boom 1 which in this example is a flare boom comprising a repetitive lattice structure 2 that extends from a base frame 3 located on an offshore installation such as a drilling rig. Offshore' is not intended *to connote proximity to a shore; the installation may be a fixed or floating structure.
The boom 1 extends upwardly and away from the installation and has at its outer end a flare tip 4.
The latticework of the boom comprises side longitudinal members such as the member 5, uprights such as the upright 6, horizontal members 7 and various cross-ties. In this example these is a multiplicity of horizontal members 7 which are regularly spaced along the upper part of the boom 1.
In this example of the invention, as shown in Figure 1, a superstructure 8 extending along and on top of the boom has been installed. The superstructure 8 is in the form of a continuous stairway extending from the base frame 3 to a location close to the flare tip 4.
As will be discussed with reference to Figure 3 to 5, the superstructure 8 is composed of a multiplicity of similar prefabricated modular segments which a successively placed in position with the aid of a helicopter. Figure 2 shows the helicopter lowering by means of a winched line 10 a carrying frame which temporarily supports a segment 12 of the is superstructure 8.The segment 12 is lowered into position with its front end downwards until that front end engages the rear end of the immediately previously installed segment.
Figures 3 to 5 illustrate the construction of the segments and also the method of installation.
Figure 3 shows part of a segment 12 in position on the boom 1. Included in Figure 3 are a longitudinal side member 5 and a cross-beam 7 of the boom, one of the uprights 6 and a cross-tie 13. The segment carries a lug 14 which has a slot 15 which can fit over and around the cross-beam 7. The segment also has two clamping jaws 16 and 17 which are pivoted to the body of the segment 12 and can be held in an inactive or cocked state until the segment is properly located flat on the boom and then activated to clasp the cross-beam 7.
Figure 4 shows a subsequent segment 12a being lowered towards the boom on which the segment 12 is already in place. The segment 12a is similar to the segment 12. At the front end of the segment 12a is a pair of forwardly extending brackets 20 (only one being shown in the side view), which support a transverse bar 21.
The rear end of the segment 12 has at least one hook 22 (and possibly two laterally spaced hooks). In this example the hook extends from the underside of the segment rearwardly, and has a reception slot 23 in its upper edge. The bar 21 engages the slot 23 and is eventually arrested by the slot's inner end 24, which provides a datum for the placement of the segment I 2a. As the segment 1 2a is lowered further, it will rotate about the bar 21 until a slot in a lug corresponding to the lug 14 of the segment 12 engages a respective crossbeam (not shown) of the boom 1.
After the segment 1 2a is in position a clamping jaw 25 at the rear end of the segment 12 can be closed over the bar 21 to secure the segments 12 and 1 2a together.
Figure 6 illustrates part of a segment while the segment is being transported. The lug 14 of Figures 4 -6 is shown as being in two parts 14a and 14b, separated by a spreader beam 26, but embracing a cross-beam 7 as previously described. The jaws 16 and 17 are pivoted to the part 14a and 14b. The jaws each have a respective receiver in the form of a respective bush 27, 28.
While the segment is transported the clamping jaws may be held apart as shown in Figure 6 by cable ties 29 and 30 extending from the jaws around the body of the segment 12.
Figure 7 shows the securing of the segment 12 in position. An operating rod may be inserted into the bush 27 and rotated in the direction indicted by the arrow A to close the jaw 16 over the beam 7. Likewise an operating rod (not shown) may be inserted into the bush 28 and rotated in the opposite direction as shown by arrow B to close the jaw 17 onto the beam 7.
Figure 8 shows the segment 12 secured in position, both jaws 16 and 17 being closed onto the beam 7.
Figure 9 shows a modification of the device at the rear end of the segment 12 for receiving and locating the next segment 12a. The end part of the segment 12 has at least one side hook 32 (and preferable one on each side). The hook has an inlet ramp 33 on which the transverse bar 21 of the next segment lands. This is indicated by the quartered circle 21a. As the segment 12a is lowered the bar 21 will travel down the ramp 33 and the segment will rotate about the bar 21. The bar reaches a bend between the ramp 33 and a reverse ramp 34 and will come to rest and be located in a socket 35 at the end of the ramp 34. The datum position of the bar (21) in the socket 35 is shown by the reference number 21 b.

Claims (1)

  1. <claim-text>Claims 1. A method of installing an elongate superstructure on a boom that extends from an offshore structure comprising lowering from a helicopter a multiplicity of prefabricated segments in succession and locating a segment as it is lowered by its engagement with a previously installed segment.</claim-text> <claim-text>2. A method according to claim 1 in which an installed segment (12) provides at a rear end a datum (24) for the location of a succeeding segment and the said succeeding segment rotates with respect to the datum into engagement with the boom.</claim-text> <claim-text>3. A method according to claim I or 2 in which each segment has a slotted part (14) and the method includes engaging the slotted part over a respective cross-member (7) of the boom.</claim-text> <claim-text>4. A modular segment of a superstructure for installation on a boom, the segment (12) being in elongate form and capable of forming a continuous structure with longitudinally adjacent segments; the segment including at least one slotted part (14) for engagement over a cross-member (7) of the boom, a front end adapted to be located longitudinally by a preceding segment and a rear end adapted to locate longitudinally a succeeding segment.</claim-text> <claim-text>5. A modular segment according to claim 4 in which the segment has a pair of jaws (16, 17) for securing the segment to the cross-member (7).</claim-text> <claim-text>6. A modular segment according to claim 4 or claim 5 in which the front end carries a transverse member and the rear end has at least one hook shaped for capturing and locating the corresponding transverse member of a succeeding segment (12a).</claim-text> <claim-text>7. A modular segment according to any of claims 4 to 6 in which the segment (12) carries steps (18) forming a stairway along the segment.</claim-text>
GB1111588.8A 2011-07-07 2011-07-07 Modular platforms and assembly thereof Expired - Fee Related GB2492582B8 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB1111588.8A GB2492582B8 (en) 2011-07-07 2011-07-07 Modular platforms and assembly thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB1111588.8A GB2492582B8 (en) 2011-07-07 2011-07-07 Modular platforms and assembly thereof

Publications (5)

Publication Number Publication Date
GB201111588D0 GB201111588D0 (en) 2011-08-24
GB2492582A true GB2492582A (en) 2013-01-09
GB2492582B GB2492582B (en) 2015-12-30
GB2492582B8 GB2492582B8 (en) 2018-07-04
GB2492582A8 GB2492582A8 (en) 2018-07-04

Family

ID=44544335

Family Applications (1)

Application Number Title Priority Date Filing Date
GB1111588.8A Expired - Fee Related GB2492582B8 (en) 2011-07-07 2011-07-07 Modular platforms and assembly thereof

Country Status (1)

Country Link
GB (1) GB2492582B8 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20060016607A1 (en) * 2004-07-26 2006-01-26 Baugh Benton F Arctic platform method

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20060016607A1 (en) * 2004-07-26 2006-01-26 Baugh Benton F Arctic platform method

Also Published As

Publication number Publication date
GB2492582B (en) 2015-12-30
GB201111588D0 (en) 2011-08-24
GB2492582B8 (en) 2018-07-04
GB2492582A8 (en) 2018-07-04

Similar Documents

Publication Publication Date Title
US20030047382A1 (en) Scaffolding safety apparatus and method of installation
AU2022100097B4 (en) Guardrail stanchion bracket
JP6227316B2 (en) Flotage trap and its assembly method
JP6681148B2 (en) Bridge construction method, pillars and guide means used in the bridge construction method
US20180328054A1 (en) Support Apparatus
JP6312109B1 (en) Safety device for temporary scaffold
JP2011093643A (en) Construction device and construction method for foundation work of overhead viaduct
JP4704766B2 (en) Method for forming leading handrail frame and frame scaffold
AU2014224104B2 (en) Construction Site Safety Screen System
JP5901873B2 (en) How to install a temporary scaffold for slopes
GB2492582A (en) Modular elongate superstructure
JP2019090253A (en) Slide type scattering prevention device
JP2005282353A (en) Steel tower assembling construction method by helicopter and work tool for it
GB2477812A (en) Scaffolding tool for attaching handrail
JP5931819B2 (en) Underground beam rebar placement method using separate vertical frame for underground beam rebar and its stand
JP2013130001A (en) Pipe body support device
CN109488005A (en) Horizontal pipe mounting structure and construction method
KR101151963B1 (en) Tube supporting device for bridge
RU138511U1 (en) ELECTRIC SUPPORT JACK
JP2008031667A (en) Funnel-shaped protective shelf device
EP3425119A1 (en) Demolishing an offshore jacket
JP6929078B2 (en) Scaffolding device
JP5377361B2 (en) Net extension device for steel pipe support
JP6441842B2 (en) Box roof cylinder
JP2010090667A (en) Temporary scaffolding for transmission steel tower

Legal Events

Date Code Title Description
732E Amendments to the register in respect of changes of name or changes affecting rights (sect. 32/1977)

Free format text: REGISTERED BETWEEN 20180628 AND 20180706

S117 Correction of errors in patents and applications (sect. 117/patents act 1977)

Free format text: CORRECTIONS ALLOWED; REQUEST FOR CORRECTION UNDER SECTION 117 FILED ON 18 JUNE 2018 ALLOWED ON 27 JUNE 2018

Free format text: REQUEST FILED; REQUEST FOR CORRECTION UNDER SECTION 117 FILED ON 18 JUNE 2018

PCNP Patent ceased through non-payment of renewal fee

Effective date: 20230707