CN202124845U - Overhead construction platform device for truss type spug legs of jack-up drilling rig - Google Patents

Overhead construction platform device for truss type spug legs of jack-up drilling rig Download PDF

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Publication number
CN202124845U
CN202124845U CN2011201967199U CN201120196719U CN202124845U CN 202124845 U CN202124845 U CN 202124845U CN 2011201967199 U CN2011201967199 U CN 2011201967199U CN 201120196719 U CN201120196719 U CN 201120196719U CN 202124845 U CN202124845 U CN 202124845U
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CN
China
Prior art keywords
platform
structures
spug
leg
jack
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.)
Expired - Lifetime
Application number
CN2011201967199U
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Chinese (zh)
Inventor
孙瑞雪
窦钧
徐辉
黄天颖
鲁宁
董利民
李俊玲
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Dalian Shipbuilding Industry Co Ltd
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Dalian Shipbuilding Industry Co Ltd
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Publication date
Application filed by Dalian Shipbuilding Industry Co Ltd filed Critical Dalian Shipbuilding Industry Co Ltd
Priority to CN2011201967199U priority Critical patent/CN202124845U/en
Application granted granted Critical
Publication of CN202124845U publication Critical patent/CN202124845U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model discloses an overhead construction platform device for truss type spug legs of a jack-up drilling rig, which comprises a platform board (1). The platform board (1) is formed by two platform structures which are butted with each other, a guardrail is additionally arranged on the periphery of the platform board, a reinforcing section bar (5) and a reinforcing bracket (6) are arranged on the lower portion of each platform structure, a fastening slot is arranged between the two platform structures which are butted with each other, and teeth matched with a main cord rack of a spug leg (8) are arranged on the inner side of the fastening slot. In addition, connecting plates (4) are additionally arranged on the side walls of the butted joint of the two platform structures, and the two platform structures are fixedly connected by bolts penetrating through two sides of the connecting plates. Due to the fact that the conventional butt straps and scaffolds are replaced, the overhead construction platform device is more convenient in mounting and dismounting and has the advantages of simple structure, low manufacturing cost and convenience in mounting and dismounting.

Description

Self-elevating drilling platform truss framed leg high-altitude operation platform device
Technical field
The present invention relates to a kind of truss framed leg high-altitude construction operation device, in particular, a kind of self-elevating drilling platform truss framed leg high-altitude construction operation stage apparatus is provided.
Background technology
The self-elevating drilling platform that has truss type pile leg structure, its pile leg structure segmentation is the assembling welding on ground, and then multilayer spud leg segmental structure is erect, and docks in the high-altitude successively from top to bottom.The spud leg height is higher, and work high above the ground is difficulty very.Conventional method is: the installation exercise elevator, set up interim boatswain chair scaffold device as operation platform at every layer of spud leg folding face, and cause that subsidiary operation time is long, to set up difficulty big, influence operating efficiency.
Summary of the invention
To above-mentioned technical problem, the present invention provides a kind of high-altitude operation platform device, and its purpose is, makes things convenient for the welding procedure operation of self-elevating drilling platform truss type pile leg structure high-altitude, and the operating environment of safety and stability is provided.
In order to achieve the above object, the present invention provides a kind of self-elevating drilling platform truss framed leg high-altitude operation platform device, comprises the landing slab that is formed by two platform structure butt joints; Be equipped with guardrail around on the said landing slab; The bottom of each said platform structure is provided with stiffening profile and deep bracket.Bayonet socket is offered at said two platform structures middle part of butt joint, and the inboard of said bayonet socket is provided with the profile of tooth that cooperates with spud leg main chord tube tooth bar.In addition, be equipped with junction plate on the sidewall of the joint of said two platform structures, make said two platform structures be connected mutually through the bolt that wears respectively in both sides.
Apparatus of the present invention rely on spud leg main shipboard tube rack structure to be fixed on spud leg main shipboard tube both sides, and it is fixing to use junction plate and bolt that this device is connected, thereby forms firm construction operation platform.This device carried out in the pile leg structure ground construction stage, and the permanent position closes up the soldered lower end at pile leg structure, installation before the pile leg structure upper air installing.Core fixed position in said this device is the tooth bar jig, relies on the tooth bar jig, and this device is divided into two, relies on junction plate and bolt, and two are fixed on the spud leg main shipboard tube.This device operating area has structure to strengthen on platform under the flat upper surface, its effect is to increase platform to receive force intensity.Guardrail is installed around this apparatus platform.
A kind of self-elevating drilling platform truss framed leg of the present invention high-altitude operation platform device; This device relies on spud leg main shipboard tube rack structure to be divided into two and is fixed on spud leg main shipboard tube both sides; Use junction plate and bolt that two devices closely are fixed on main shipboard tube tooth bar place, thereby form firm construction operation platform.This device carried out in the pile leg structure ground construction stage, and the permanent position closes up the soldered lower end at pile leg structure, installation before the pile leg structure upper air installing.This device replaces traditional attachment strap and scaffold mode, installs, dismounting is more convenient, and in the spud leg high-altitude welding procedure stage, the operating personnel relies on that spud leg is inner to be installed the elevator entering and be positioned on this device in high-altitude, can carry out the long period operation continuously, and is safe and reliable.The present invention has simple structure, cheap, easy installation and removal characteristics, and therefore more traditional scaffold technical method has marked improvement on economy and use value.
Description of drawings
Fig. 1 is apparatus of the present invention plane structure sketch map;
Fig. 2 is the A-A cross-sectional view of Fig. 1;
Fig. 3 be among Fig. 1 B-B to cross-sectional view;
Fig. 4 be among Fig. 1 C-C to cross-sectional view.
The specific embodiment
Below in conjunction with accompanying drawing apparatus of the present invention are done further explanation.
Shown in figure 1-4, self-elevating drilling platform truss framed leg of the present invention high-altitude operation platform device comprises the landing slab 1 that is formed by two platform structure butt joints.Be provided with guard rail 7 around on the installation landing slab 1.The middle part of platform 1 is according to spud leg 8 main shipboard tube tooth bar geomeries, and the bayonet socket 2 of core stationary rack jig structure is accomplished in cutting.
In addition, the bottom of each platform structure is provided with stiffening profile 5 and deep bracket 6, and effect is the force intensity that receives that increases platform.Landing slab 1, reinforcement 5,6 dresses are welded into monolithic devices.
Two platform structures rely on junction plate and bolt 4 to be fixed on the spud leg main shipboard tube 8.Concrete reference is shown in Figure 3, is equipped with junction plate 4 on the sidewall of the joint of two platform structures, makes said two platform structures be connected mutually through the bolt that wears respectively in both sides.
Pile leg structure is after ground welding assembly operation is accomplished; Apparatus of the present invention are fixed on pile leg structure main shipboard tube upper end place; After treating that more the installation of the preceding paragraph spud leg is located, utilize this device to carry out high-altitude welding procedure operation between two sections pile leg structure main shipboard tube weld seams.Apparatus of the present invention permanent position should be in spud leg segmental structure upper end, purpose be for upper strata spud leg segmentation more therewith the spud leg segmentation welding location, main shipboard tube high-altitude operation platform is provided.The elevator of personnel through set up in the spud leg temporarily gets into and carries out welding construction working in location, spud leg high-altitude on this high-altitude operation platform face.
The above; Be merely the preferable specific embodiment of the present invention; But protection scope of the present invention is not limited thereto; Any technician who is familiar with the present technique field is equal to replacement or change according to technical scheme of the present invention and inventive concept thereof in the technical scope that the present invention discloses, all should be encompassed within protection scope of the present invention.

Claims (1)

1. a self-elevating drilling platform truss framed leg high-altitude operation platform device is characterized in that, comprises the landing slab (1) that is formed by two platform structure butt joints; Around going up, said landing slab (1) is equipped with guardrail (7); And the bottom of each said platform structure is provided with stiffening profile (5) and deep bracket (6);
Bayonet socket (2) is offered at said two platform structures middle part of butt joint, and the inboard of said bayonet socket (2) is provided with the profile of tooth that cooperates with spud leg (8) main chord tube tooth bar;
In addition, be equipped with junction plate (4) on the sidewall of the joint of said two platform structures, make said two platform structures be connected mutually through the bolt that wears respectively in both sides.
CN2011201967199U 2011-06-13 2011-06-13 Overhead construction platform device for truss type spug legs of jack-up drilling rig Expired - Lifetime CN202124845U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011201967199U CN202124845U (en) 2011-06-13 2011-06-13 Overhead construction platform device for truss type spug legs of jack-up drilling rig

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011201967199U CN202124845U (en) 2011-06-13 2011-06-13 Overhead construction platform device for truss type spug legs of jack-up drilling rig

Publications (1)

Publication Number Publication Date
CN202124845U true CN202124845U (en) 2012-01-25

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011201967199U Expired - Lifetime CN202124845U (en) 2011-06-13 2011-06-13 Overhead construction platform device for truss type spug legs of jack-up drilling rig

Country Status (1)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103806460A (en) * 2012-11-09 2014-05-21 大连船舶重工集团有限公司 General construction platform for constructing triangular pile leg jumpbogroup of self-elevating drilling platform
CN103821122A (en) * 2014-03-04 2014-05-28 中国水电顾问集团华东勘测设计研究院有限公司 Cross stitch structure for offshore platform and mounting method thereof
CN104005392A (en) * 2014-05-20 2014-08-27 大连船舶重工集团海洋工程有限公司 Replacing device of self-elevating type platform truss spud leg semicircular plate and replacing method thereof
CN104452716A (en) * 2014-11-17 2015-03-25 上海外高桥造船有限公司 Building method for scaffold used for drilling platform pile leg splicing

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103806460A (en) * 2012-11-09 2014-05-21 大连船舶重工集团有限公司 General construction platform for constructing triangular pile leg jumpbogroup of self-elevating drilling platform
CN103806460B (en) * 2012-11-09 2015-09-23 大连船舶重工集团有限公司 For the general-purpose construction platform that the large establishment of self-elevating drilling platform triangle spud leg is made
CN103821122A (en) * 2014-03-04 2014-05-28 中国水电顾问集团华东勘测设计研究院有限公司 Cross stitch structure for offshore platform and mounting method thereof
CN103821122B (en) * 2014-03-04 2016-01-27 中国水电顾问集团华东勘测设计研究院有限公司 Offshore platform across crack structure and mounting method thereof
CN104005392A (en) * 2014-05-20 2014-08-27 大连船舶重工集团海洋工程有限公司 Replacing device of self-elevating type platform truss spud leg semicircular plate and replacing method thereof
CN104005392B (en) * 2014-05-20 2016-04-06 大连船舶重工集团海洋工程有限公司 Jack-up unit truss leg semi-circular plate more exchange device and replacing options thereof
CN104452716A (en) * 2014-11-17 2015-03-25 上海外高桥造船有限公司 Building method for scaffold used for drilling platform pile leg splicing

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Granted publication date: 20120125

CX01 Expiry of patent term