CN107401288A - A kind of booster stations lift transhipment technique - Google Patents
A kind of booster stations lift transhipment technique Download PDFInfo
- Publication number
- CN107401288A CN107401288A CN201710619184.3A CN201710619184A CN107401288A CN 107401288 A CN107401288 A CN 107401288A CN 201710619184 A CN201710619184 A CN 201710619184A CN 107401288 A CN107401288 A CN 107401288A
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- CN
- China
- Prior art keywords
- booster stations
- transhipment
- lifting
- flat car
- hydraulic flat
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/06—Separating, lifting, removing of buildings; Making a new sub-structure
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Engaging Elements For Cranes (AREA)
Abstract
The invention discloses a kind of booster stations to lift transhipment technique, includes successively by lifting and transhipment, specific steps：Lifting：First pass through hanging device integrally to sling booster stations, cylinder moulding bed then is set in the bottom even of booster stations, one piece of chock is set between each cylinder moulding bed and booster stations；Transhipment：Hydraulic flat car is placed on to the bottom of booster stations, and the lumps of wood is each placed between hydraulic flat car and booster stations.It the advantage is that：The present invention can integrally transport out workshop by hydraulic flat car, so as to greatly shorten the production cycle, reduce time cost, reduce splicing time and the human cost in later stage, and counterweight is added in transport process, counterweight is fixed by steel wire rope and is suspended in the structural beams of stretching, prevents weighting problem from influenceing transhipment, and in order to prevent slip of the steel wire rope in transport process, increase oblique sleeper between steel wire rope and structural beams.
Description
Technical field
The present invention relates to transhipment technical field, particularly a kind of booster stations lifting transhipment technique.
Background technology
Datang strand offshore boosting station superstructure is four layers of steel construction room body, total height of structure about 25m, maximum cross-section chi
Very little 43.2m × 33.6m, structure gross weight reach 3200t.It is supported between superstructure levels by column, secondary post, diagonal brace,
And each functional area is separated into by bulkhead plate.One Rotating fields are relatively easy, unspecialized region；Two layers are mostly important,
It is disposed with transformer chamber, GIS rooms, pump house, switch gear room, switchgear house etc.；Three layers are disposed with diesel oil computer room, fan house, battery
Room etc.；Four layers (top layers) are furnished with some exterior aerials and 1 cantilever crane.
Structure fabrication is placed in workshop and carried out by steel construction, and Devices in Workshop is complete, and construction environment is good, and is influenceed by weather
It is small, can have and meet normal construction period needs.1~4 layer of largest cross-sectional sized of upper module is 43.2m × 33.6m, according to public affairs
Take charge of base production capacity（Structural shop gate-width 37m, sand washing paint shop gate-width 24m）, each layer can not be done in workshop it is integral,
Workshop is integrally transported out eventually through hydraulic flat car, at least shortens the production cycle more than two weeks.
The content of the invention
A kind of purpose of the present invention overcome the deficiencies in the prior art, there is provided efficient booster stations lifting transhipment technique.
The technical scheme adopted by the invention to solve the technical problem is that：
A kind of booster stations lift transhipment technique, and its innovative point is, include successively by lifting and transhipment, specific steps：
1）Lifting：First pass through hanging device integrally to sling booster stations, cylinder moulding bed then be set in the bottom even of booster stations,
Each one piece of chock is set between cylinder moulding bed and booster stations；
2）Transhipment：Hydraulic flat car is placed on to the bottom of booster stations, and each put between hydraulic flat car and booster stations
Put the lumps of wood.
Further, in the step 1, grade gap of opening of the cylinder moulding bed is more than 5m.
Further, in the step 2, counterweight and oblique sleeper are accordingly increased in transport process.
Beneficial effects of the present invention are as follows：
The present invention can integrally transport out workshop by hydraulic flat car, so as to greatly shorten the production cycle, reduce time cost,
Splicing time and the human cost in later stage are reduced, and counterweight is added in transport process, counterweight is fixed outstanding by steel wire rope
Hang in the structural beams of stretching, prevent weighting problem from influenceing transhipment, and in order to prevent slip of the steel wire rope in transport process,
Increase oblique sleeper between steel wire rope and structural beams.
Embodiment
The technical scheme adopted by the invention to solve the technical problem is that：
A kind of booster stations lift transhipment technique, include successively by lifting and transhipment, specific steps：
1）Lifting：First pass through hanging device integrally to sling booster stations, cylinder moulding bed then be set in the bottom even of booster stations,
Each one piece of chock is set, grade gap of opening of cylinder moulding bed is more than 5m, facilitates hydraulic flat between cylinder moulding bed and booster stations
Car drives into；
2）Transhipment：Hydraulic flat car is placed on to the bottom of booster stations, and each put between hydraulic flat car and booster stations
The lumps of wood is put, and counterweight is added in transport process, counterweight is fixed by steel wire rope and is suspended in the structural beams of stretching, is prevented
Weighting problem influences transhipment, and in order to prevent slip of the steel wire rope in transport process, increases between steel wire rope and structural beams
Oblique sleeper.
Described above is the preferred embodiment of the present invention, it is impossible to the interest field of the present invention is limited with this.It should refer to
Go out, for those skilled in the art, technical scheme is modified or equivalent substitution, all
Protection scope of the present invention is not departed from.
Claims (3)
1. a kind of booster stations lift transhipment technique, it is characterised in that include successively by lifting and transhipment, specific steps：
1）Lifting：First pass through hanging device integrally to sling booster stations, cylinder moulding bed then be set in the bottom even of booster stations,
Each one piece of chock is set between cylinder moulding bed and booster stations；
2）Transhipment：Hydraulic flat car is placed on to the bottom of booster stations, and each put between hydraulic flat car and booster stations
Put the lumps of wood.
A kind of 2. booster stations lifting transhipment technique according to claim 1, it is characterised in that in the step 1, the circle
Grade gap of opening of cylinder moulding bed is more than 5m.
3. a kind of booster stations lifting transhipment technique according to claim 1, it is characterised in that in the step 2, transported
Counterweight and oblique sleeper are accordingly increased in journey.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710619184.3A CN107401288A (en) | 2017-07-26 | 2017-07-26 | A kind of booster stations lift transhipment technique |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710619184.3A CN107401288A (en) | 2017-07-26 | 2017-07-26 | A kind of booster stations lift transhipment technique |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107401288A true CN107401288A (en) | 2017-11-28 |
Family
ID=60401490
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710619184.3A Pending CN107401288A (en) | 2017-07-26 | 2017-07-26 | A kind of booster stations lift transhipment technique |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107401288A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108657754A (en) * | 2018-03-30 | 2018-10-16 | 南通振华重型装备制造有限公司 | A kind of crossbeam and the integrally-built transfer tooling of end carriage and conveyer method |
| CN108910430A (en) * | 2018-03-30 | 2018-11-30 | 南通振华重型装备制造有限公司 | Technique is transported after a kind of Weight reduced type crossbeam doorframe is assembled |
| CN110937424A (en) * | 2019-12-18 | 2020-03-31 | 南通泰胜蓝岛海洋工程有限公司 | Upper transportation method of offshore booster station |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102912736A (en) * | 2012-11-07 | 2013-02-06 | 中铁六局集团有限公司 | Vertical assembling construction method for trussed arch bridge |
| KR20140121170A (en) * | 2013-04-05 | 2014-10-15 | (주)범강 | Apparatus for installing or dismantling lift for construction and method of installing or dismantling lift for construction |
| CN105108708A (en) * | 2015-09-21 | 2015-12-02 | 上海振华重工集团（南通）有限公司 | Crane disassembling process |
| CN105149965A (en) * | 2015-09-21 | 2015-12-16 | 上海振华重工集团（南通）有限公司 | General assembling technology for crane |
-
2017
- 2017-07-26 CN CN201710619184.3A patent/CN107401288A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102912736A (en) * | 2012-11-07 | 2013-02-06 | 中铁六局集团有限公司 | Vertical assembling construction method for trussed arch bridge |
| KR20140121170A (en) * | 2013-04-05 | 2014-10-15 | (주)범강 | Apparatus for installing or dismantling lift for construction and method of installing or dismantling lift for construction |
| CN105108708A (en) * | 2015-09-21 | 2015-12-02 | 上海振华重工集团（南通）有限公司 | Crane disassembling process |
| CN105149965A (en) * | 2015-09-21 | 2015-12-16 | 上海振华重工集团（南通）有限公司 | General assembling technology for crane |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108657754A (en) * | 2018-03-30 | 2018-10-16 | 南通振华重型装备制造有限公司 | A kind of crossbeam and the integrally-built transfer tooling of end carriage and conveyer method |
| CN108910430A (en) * | 2018-03-30 | 2018-11-30 | 南通振华重型装备制造有限公司 | Technique is transported after a kind of Weight reduced type crossbeam doorframe is assembled |
| CN110937424A (en) * | 2019-12-18 | 2020-03-31 | 南通泰胜蓝岛海洋工程有限公司 | Upper transportation method of offshore booster station |
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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 | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20171128 |