CN105564605B - Oil gas platform life building method of construction - Google Patents
Oil gas platform life building method of construction Download PDFInfo
- Publication number
- CN105564605B CN105564605B CN201610093905.7A CN201610093905A CN105564605B CN 105564605 B CN105564605 B CN 105564605B CN 201610093905 A CN201610093905 A CN 201610093905A CN 105564605 B CN105564605 B CN 105564605B
- Authority
- CN
- China
- Prior art keywords
- construction
- life building
- layer
- deck
- leg
- 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.)
- Active
Links
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
-
- 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
- B63B2035/4426—Stationary floating buildings for human use, e.g. floating dwellings or floating restaurants
Landscapes
- 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)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses oil gas platform life building method of construction, it includes following methods:Step 1: the build the side foundation construction of life building and the construction in component processing region;Step 2: support column, leg and the deck of building life building are transported to Component storage area domain;Step 3: assembled prefabricated first layer structure;Step 4, first Rotating fields of assembled prefabricated completion are hung to transit domain by using area straddle truck, reuse place transport vehicle to transport to life building build the side, then on integral hoisting to first layer deck and be adjusted to behind setting position, the first Rotating fields are welded and fixed with first layer deck;Step 5, repeat step three and step 4, until completing the construction in life building.Work quality is improved using this method, it is ensured that the required precision of construction.
Description
Technical field
The present invention relates to a kind of method of construction of building manufacture method, more particularly, to oil gas platform life building.
Background technology
In the construction in oil gas platform life building, the method for construction typically used is divided into upright method of hull section construction and upside-down method of hull-section construction.Upright method of hull section construction
It is that after the completion of beam lattice welding, theoretical measure is pressed on deck, is directly layered on layout on the top flange plate of beam and welds, install
After in place, support and leg are installed on this basis, then carry out the lifting of its upper deck.This method major defect is, work
People's labor intensity is big, efficiency is low.Substantial amounts of pipe, electricity, instrument, HVAC work are all concentrated on ceiling or room top, due to interior
Portion's narrow space, along with when upper strata is built, construction tool transport is not convenient, this difficulty for all increasing construction and workman's
Labor intensity, causes being greatly reduced for operating efficiency.
Upside-down method of hull-section construction is first to splice the deck on upper strata on operation platform, then schemes reverse group above deck according to deck line
To beam lattice, and support and leg below this layer are reversely installed on beam lattice, finally managed, the prefabricated work such as electricity, instrument, HVAC
Make.After the completion of prefabricated, turnover hoisting is in place.This method major defect is that chunk volume, the weight of prefabricated completion are larger,
Vibrations and impact and own wt when standing up upside-down mounting are affected greatly to integral constructing precision.
The content of the invention
Constructed it is an object of the invention to the defect for overcoming prior art there is provided one kind more convenient, operating efficiency is higher,
The higher oil gas platform life building method of construction of construction precision.
The oil gas platform life building method of construction of the present invention, it includes following methods:
Step 1: the build the side foundation construction of life building and the construction in component processing region, described life building are built
The step of place foundation construction is:The pile foundation in life building and the construction of bottom support are completed in the life building build the side of setting,
Then first layer deck is welded in the horizontal direction in the support of bottom;The specific steps of the construction in described component processing region
For:Region selected part machining area outside life building build the side, in the horizontally spaced paving in component processing region
If twice track, one end set parts storage area between described twice track, close to described Component storage area
Inner side between two tracks in domain sets horizontal preform region, between the twice track close to described horizontal preform region
Transit domain, the fabricating yard straddle truck on two described tracks are set;
Step 2: support column, leg and the deck of building life building are transported to Component storage area domain;
Step 3: assembled prefabricated first layer structure, is comprised the following steps that:The first step, in horizontal preform region, using complete
Instrument of standing marks assembled position according to the support column of first layer and the design coordinate of leg;Second step, uses what is orbited
Place straddle truck, is hung to what is marked in horizontal preform region successively by the support column and leg of the first layer in the domain of Component storage area
Assembled position, and the interim positioning fixation of temporary fastening device progress is respectively adopted;3rd step, using total powerstation, to what is placed
The support column of first layer and the position of leg carry out calibration adjustment until consistent with design coordinate position;4th step, using area
Second deck in the domain of Component storage area is hung on the support column and leg of first layer by straddle truck, is seated to correct position
Afterwards, constructed on described temporary fastening device, the top of the support column of first layer and leg and second deck are welded
Connect fixation;5th step, carries out the welding procedure of sorts of systems on second deck on described temporary fastening device;
First Rotating fields of assembled prefabricated completion are hung to transit domain by step 4, using area straddle truck, reuse field
Ground transport vehicle is transported to life building build the side, then on integral hoisting to first layer deck and is adjusted to behind setting position, will
First Rotating fields are welded and fixed with first layer deck;
Step 5, repeat step three and step 4, until completing the construction in life building.
Can be made using the method for the present invention deck of sub-cellar lifting welding, support column and leg and upper deck it is prefabricated
Carried out simultaneously Deng work, greatly improve operating efficiency.Managing in upper deck, electricity, instrument, HVAC etc. are carried out on operation platform pre-
Work processed, reduces operation difficulty, so as to improve work quality, construction tool etc. is frequently transported over long distances while decreasing
Unnecessary work.Process avoids stand up work after prefabricated, it is ensured that the required precision of construction.
Brief description of the drawings
Fig. 1 is lower layer support post and the progress of leg and upper deck in the oil gas platform life building method of construction of the present invention
The prefabricated build the side distribution map of integral assembling;
Fig. 2 is the lower layer support post and cripple arrangement in the oil gas platform life building method of construction of the present invention
Front view;
Fig. 3 is the top view of lower layer support post shown in Fig. 2 and cripple arrangement;
Fig. 4 is the lower floor's leg and cripple arrangement in the oil gas platform life building method of construction of the present invention
Front view;
Fig. 5 is the side view of lower floor's leg shown in Fig. 4 and cripple arrangement.
Embodiment
The invention will be further described with reference to the accompanying drawings and detailed description.
The oil gas platform life building method of construction of the present invention, it comprises the following steps:
Step 1: the build the side foundation construction of life building and the construction in component processing region, described life building are built
The step of place foundation construction is:The pile foundation in life building and the construction of bottom support are completed in the life building build the side of setting,
Then first layer deck is welded in the horizontal direction in the support of bottom;The specific steps of the construction in described component processing region
For:Region selected part machining area outside life building build the side, in the horizontally spaced paving in component processing region
If twice track 1, one end set parts storage area 5 between described twice track 1 is deposited close to described part
Inner side between two tracks 1 in region 5 sets horizontal preform region 3, in two tracks close to described horizontal preform region 3
Transit domain 2, the fabricating yard straddle truck 4 on two described tracks 1 are set between road 1;
Step 2: support column, leg and the deck of building life building are transported to Component storage area domain 5;
Step 3: assembled prefabricated first layer structure, is comprised the following steps that:The first step, in horizontal preform region 3, is used
Total powerstation marks assembled position according to the support column of first layer and the design coordinate of leg;Second step, using running on path 1
Place straddle truck 4, the support column 6 and leg 8 of the first layer in Component storage area domain 5 are hung to horizontal preform region 3 successively
The assembled position of middle mark, and temporary fastening device is respectively adopted carries out interim positioning and fix, fixing device can be with as shown in the figure
Using the cripple 7,9 built;3rd step, using total powerstation, to the support column 6 of first layer that places and leg 8
Position carries out calibration adjustment until consistent with design coordinate position;4th step, using area straddle truck 4 is by Component storage area domain 5
In second deck, be hung on the support column 6 and leg 8 of first layer, be seated to behind correct position, in described interim fixation
Constructed on device, the top of the support column 6 of first layer and leg 8 is welded and fixed with second deck;5th step, in institute
The welding procedure of sorts of systems on second deck is carried out on the temporary fastening device stated.Sorts of systems can include pipe, electricity,
The systems such as instrument, HVAC.
First Rotating fields of assembled prefabricated completion are hung to transit domain 2 by step 4, using area straddle truck 4, are reused
Place transport vehicle is transported to life building build the side, then on integral hoisting to first layer deck and is adjusted to behind setting position,
First Rotating fields are welded and fixed with first layer deck.
Step 5, repeat step three and step 4, until completing the construction in life building.
Embodiment 1
Step 1: the build the side foundation construction of life building and the construction in component processing region, described life building are built
The step of place foundation construction is:The pile foundation in life building and the construction of bottom support are completed in the life building build the side of setting,
Then first layer deck is welded in the horizontal direction in the support of bottom;The specific steps of the construction in described component processing region
For:Region selected part machining area outside life building build the side, in the horizontally spaced paving in component processing region
If twice track 1, one end set parts storage area 5 between described twice track 1 is deposited close to described part
Inner side between two tracks 1 in region 5 sets horizontal preform region 3, in two tracks close to described horizontal preform region 3
Transit domain 2, the fabricating yard straddle truck 4 on two described tracks 1 are set between road 1;
Step 2: support column, leg and the deck of building life building are transported to Component storage area domain 5;
Step 3: assembled prefabricated first layer structure, is comprised the following steps that:The first step, in horizontal preform region 3, is used
Total powerstation marks assembled position according to the support column of first layer and the design coordinate of leg;Second step, using running on path 1
Place straddle truck 4, the support column 6 and leg 8 of the first layer in Component storage area domain 5 are hung to horizontal preform region 3 successively
The assembled position of middle mark, and the interim positioning fixation of the progress of cripple 7,9 is respectively adopted;3rd step is right using total powerstation
The support column 6 of the first layer placed and the position of leg 8 carry out calibration adjustment until consistent with design coordinate position;4th
Second deck in Component storage area domain 5 is hung on the support column 6 and leg 8 of first layer by step, using area straddle truck 4,
It is seated to behind correct position, is constructed on described cripple 7,9, by the top of the support column 6 of first layer and leg 8
Portion is welded and fixed with second deck;5th step, on described cripple 7,9 carry out second deck on manage, electricity,
The construction of instrument, HVAC etc..
First Rotating fields of assembled prefabricated completion are hung to transit domain 2 by step 4, using area straddle truck 4, are reused
Place transport vehicle is transported to life building build the side, then on integral hoisting to first layer deck and is adjusted to behind setting position,
First Rotating fields are welded and fixed with first layer deck.
Step 5, repeat step three and step 4, until completing the construction in life building.
The integral assembling work in life building can simultaneously be carried out with the prefabricated work of structure, be greatly enhanced using this method
Utilization of area rate and operating efficiency;Top welding job in each layer is included the weldering of support column and upper deck by this method
Connect, the welding job of the system such as pipe, electricity, instrument, HVAC has all been put into component processing region to complete, has optimized construction environment, drop
Low difficulty of construction, so that construction quality greatly improved, and also reduces the transport of a large amount of construction tools, improves work
Make efficiency;This method is directly to be lifted the structure of prefabricated completion, and impact of the process to structure is smaller, it is ensured that life
The construction precision in building.
Claims (1)
1. oil gas platform life building method of construction, it is characterised in that it includes following methods:
Step 1: the build the side foundation construction of life building and the construction in component processing region, described life building build the side
The step of foundation construction is:The pile foundation in life building and the construction of bottom support are completed in the life building build the side of setting, then
First layer deck is welded in the horizontal direction in the support of bottom;The construction in described component processing region is concretely comprised the following steps:
Region selected part machining area outside life building build the side, in the horizontally spaced laying twice in component processing region
Track, one end set parts storage area between described twice track, close to the two of described Component storage area domain
Inner side between individual track sets horizontal preform region, and fortune is set between the twice track close to described horizontal preform region
Defeated region, the fabricating yard straddle truck on two described tracks;
Step 2: support column, leg and the deck of building life building are transported to Component storage area domain;
Step 3: assembled prefabricated first layer structure, is comprised the following steps that:The first step, in horizontal preform region, uses total powerstation
Assembled position is marked according to the design coordinate of the support column of first layer and leg;Second step, uses the place orbited
Straddle truck, the support column and leg of the first layer in the domain of Component storage area is hung to successively the assembly marked in horizontal preform region
Position, and the interim positioning fixation of temporary fastening device progress is respectively adopted;3rd step, using total powerstation, to place first
The support column of layer and the position of leg carry out calibration adjustment until consistent with design coordinate position;4th step, using area gantry
Hang the second deck in the domain of Component storage area, be hung on the support column and leg of first layer, be seated to behind correct position,
Constructed on described temporary fastening device, the top of the support column of first layer and leg and second deck are welded solid
It is fixed;5th step, carries out the welding procedure of sorts of systems on second deck on described temporary fastening device;
First Rotating fields of assembled prefabricated completion are hung to transit domain by step 4, using area straddle truck, reuse place fortune
Defeated car is transported to life building build the side, then on integral hoisting to first layer deck and is adjusted to behind setting position, by first
Rotating fields are welded and fixed with first layer deck;
Step 5, repeat step three and step 4, until completing the construction in life building.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610093905.7A CN105564605B (en) | 2016-02-19 | 2016-02-19 | Oil gas platform life building method of construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610093905.7A CN105564605B (en) | 2016-02-19 | 2016-02-19 | Oil gas platform life building method of construction |
Publications (2)
Publication Number | Publication Date |
---|---|
CN105564605A CN105564605A (en) | 2016-05-11 |
CN105564605B true CN105564605B (en) | 2017-07-28 |
Family
ID=55875355
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610093905.7A Active CN105564605B (en) | 2016-02-19 | 2016-02-19 | Oil gas platform life building method of construction |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN105564605B (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109279508B (en) * | 2018-09-27 | 2020-04-21 | 广船国际有限公司 | Integral hoisting positioning device |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5577454A (en) * | 1996-01-26 | 1996-11-26 | Metro Machine Corp. | Tank vessel subassembly for equipment, piping and other nonstructural components |
CN102442407A (en) * | 2011-11-08 | 2012-05-09 | 南通华凯重工有限公司 | Production line and method for building superstructures of ships |
CN103786842A (en) * | 2014-03-03 | 2014-05-14 | 中国矿业大学 | Floating building structure and construction method |
CN204323656U (en) * | 2014-11-17 | 2015-05-13 | 博迈科海洋工程股份有限公司 | Platform life building aircraft deck bottom new construction |
CN104787236A (en) * | 2015-03-16 | 2015-07-22 | 南京东泽船舶制造有限公司 | Integral hoisting technology of upper layer building of ship |
-
2016
- 2016-02-19 CN CN201610093905.7A patent/CN105564605B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5577454A (en) * | 1996-01-26 | 1996-11-26 | Metro Machine Corp. | Tank vessel subassembly for equipment, piping and other nonstructural components |
CN102442407A (en) * | 2011-11-08 | 2012-05-09 | 南通华凯重工有限公司 | Production line and method for building superstructures of ships |
CN103786842A (en) * | 2014-03-03 | 2014-05-14 | 中国矿业大学 | Floating building structure and construction method |
CN204323656U (en) * | 2014-11-17 | 2015-05-13 | 博迈科海洋工程股份有限公司 | Platform life building aircraft deck bottom new construction |
CN104787236A (en) * | 2015-03-16 | 2015-07-22 | 南京东泽船舶制造有限公司 | Integral hoisting technology of upper layer building of ship |
Also Published As
Publication number | Publication date |
---|---|
CN105564605A (en) | 2016-05-11 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101691787B (en) | Converse construction process for middle-high steel structure building | |
CN103485360B (en) | A kind of steel platform tower crane foundation and construction method thereof | |
CN105421586A (en) | Profile steel concrete column for urban mass transit elevated railway station and preparing method thereof | |
CN115162182B (en) | Cantilever type steel box girder high-precision cable hoisting construction method | |
CN110878530B (en) | Installation and construction method of steel box girder of steel structure bridge | |
CN101440667A (en) | Mounting method for wide span single layer rain shed reticulated shell structure | |
CN103669218B (en) | Novel toughened internal stress steel box-girder module and spelling method thereof | |
CN108675126B (en) | Landing leg door frame assembling process of intelligent equipment of container yard | |
CN105937264A (en) | Construction process of removable special-shaped three-dimensional steel-frame structure | |
CN105564605B (en) | Oil gas platform life building method of construction | |
CN104180658B (en) | A kind of installation method of sintering machine dust pelletizing system | |
JP6379128B2 (en) | Tunnel work table and tunnel work set | |
JP2020002778A (en) | Bridge pier construction method | |
CN205152802U (en) | Improve structure of arched bridge strength nature skeleton building -site preparation precision | |
CN112580135A (en) | Steel column sectional hoisting method based on BIM application | |
CN101875163B (en) | Assembling and welding jig frame used for bracket of bridge fabrication machine and method for fabricating bracket by using same | |
CN116290809A (en) | Modularized construction method for super high-rise pipe well vertical pipe | |
CN104563525A (en) | Overall horizontal assembly method for box-type steel arched girder | |
JP2017137700A (en) | Repairing device of existing waterway and its repairing method | |
CN108951430B (en) | Road and bridge field installation structure and method and crane | |
CN106978929B (en) | Steel structure system of stereo garage for parallelly storing and taking cars | |
CN104060838A (en) | Grouping and air-pairing installation method for corridor | |
CN106988581B (en) | Steel structure stereo garage and assembling method thereof | |
CN102392550A (en) | Reverse installation method for flue gas desulfurization and absorption tower | |
CN110318798A (en) | Crawler belt carries the mobile air crossing system of formula and construction method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |