CN106088756A - A kind of method of the cartridge type steel storage tank hydraulic pressure lift upside-down mounting based on BIM technology - Google Patents
A kind of method of the cartridge type steel storage tank hydraulic pressure lift upside-down mounting based on BIM technology Download PDFInfo
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- CN106088756A CN106088756A CN201610409636.0A CN201610409636A CN106088756A CN 106088756 A CN106088756 A CN 106088756A CN 201610409636 A CN201610409636 A CN 201610409636A CN 106088756 A CN106088756 A CN 106088756A
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- storage tank
- cartridge type
- type steel
- steel storage
- hydraulic
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
- E04H7/02—Containers for fluids or gases; Supports therefor
- E04H7/04—Containers for fluids or gases; Supports therefor mainly of metal
- E04H7/06—Containers for fluids or gases; Supports therefor mainly of metal with vertical axis
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of method of cartridge type steel storage tank hydraulic pressure lift upside-down mounting based on BIM technology, pine clip type jack is used to be main body, BIM technology is utilized to carry out globality safe design to lifting device support system, set up engineering dummy model and construction simulation process, management and control is optimized to whole construction project；It is equipped with hydraulic power unit and the hydraulic plumbing system accessory of different model, becoming hydraulic lifting device individual event control is centralized Control, become continuous jacking to promote into step-by-step movement, be aided with the reliable platform for lining of walk away safety, form cartridge type steel storage tank reverse installation complete set of equipments.The centralized Control that the individual event control that the inventive method becomes single hydraulic lifting device is multiple hydraulic lifting devices, so largely change the hoisting depth causing in lifting process due to the difference of time to differ, storage tank integrally occurs that load offsets, and effective pre-control is toppled phenomenon.This technology is simple, be easy to on-the-spot application, it is adaptable to the construction of all kinds of cartridge type steel storage tanks, is more suitable for quality requirement height, narrow field, the project that the duration is nervous, estimated cost is short of money, construction environment is severe.
Description
Technical field
The present invention relates to a kind of method that steel storage tank is installed, particularly to a kind of major diameter, the storage of scale cartridge type steel
The method that tank is installed.
Background technology
With the demand of the fast development of national industrialized level and every profession and trade appropriate scale of operation, all kinds of steel storage tanks store up
The requirement of standby ability is more and more higher, and steel storage tank becomes apparent from towards the trend of development of maximizing, and traditional steel storage tank uses
Newel method, air blow a liter method, the machinery method such as jack, mast motor-driven chain hoist lift method is constructed.Owing to storage tank tends to bigger
Higher development, traditional construction technology is not only with high costs, is also limited by aspects such as place, efficiency of construction, safety, tradition
In mounting means, hydraulic pressure lift is in lifting process, in fact it could happen that the incidents such as synchronization differs, temporary derangement, thus causes
The lifting card head rupture of single lifting means, surrender, thus cause chain reaction.Therefore conventional mounting arrangements is difficult to meet construction
Require.
Content of the invention
In order to solve problems of the prior art, the present invention provides a kind of cartridge type steel storage tank based on BIM technology
The method of hydraulic pressure lift upside-down mounting, overcomes conventional hydraulic in prior art to promote appearance and synchronizes to differ to cause carrying of single lifting means
Rise card head rupture, surrender, thus the problem causing chain reaction.
The technical solution used in the present invention is: the side of a kind of cartridge type steel storage tank hydraulic pressure lift upside-down mounting based on BIM technology
Method, uses pine clip type jack to be main body, utilizes BIM technology to carry out globality safe design to lifting device support system, build
Vertical engineering dummy model and construction simulation process, be optimized management and control to whole construction project；It is equipped with the hydraulic pump of different model
Standing and hydraulic plumbing system accessory, becoming hydraulic lifting device individual event control is centralized Control, becomes continuous jacking and promotes into step-by-step movement,
It is aided with the reliable platform for lining of walk away safety, form cartridge type steel storage tank reverse installation complete set of equipments.
This method comprises the steps:
(1) the laying of cartridge type steel storage tank hydraulic pressure lift flip chip technology platform for lining；
(2) installation with wallboard for the storage tank first；Utilize small lifting equipment that storage tank first carries wallboard install and be located in spelling
On assembling platform；
(3) the setting up of hydraulic lifting apparatus；Owing to the height of major part hydraulic lifting apparatus is higher than the first band wallboard, so
Carry wallboard and tank skin strenthening member after platform for lining welding finishes first, hydraulic lifting apparatus can be built；
(4) the building of cartridge type steel storage tank hydraulic pressure lift flip chip technology support system；
(5) utilize BIM technology to set up model to support system, utilize mechanical analysis software to carry out deformation to support system and test
Calculate；
(6) utilize BIM technology, set up engineering dummy model and construction simulation process, spatial information is whole with temporal information
It is combined in a visual 4D model, can be precisely controlled to this, more effectively coordinate work on the spot；
(7) steel storage tank each band upside-down mounting jacking successively in addition to the first band.
Described hydraulic lifting apparatus mainly relies on SQD 200 100S.F pine clip type jack.
The invention has the beneficial effects as follows:
1st, the centralized Control that the individual event control of single hydraulic lifting device is multiple hydraulic lifting devices, so very great Cheng are become
Changing the hoisting depth causing due to the difference of time in lifting process on degree to differ, storage tank integrally occurs that load offsets, and has
Effect pre-control is toppled phenomenon.
2nd, design a kind of lifting dop, effectively solve storage tank for a long time and promote relied on piston ring, thus have
Effect decreases the workload in construction.
3rd, devise the platform for lining that a kind of walk away safety is reliable and can reuse, both save working measure material
Material, can ensure that again the splicing accuracy of cartridge type steel storage tank requires.
4th, utilize BIM technology to carry out globality safe design to lifting device support system, whole support system is done in detail
Thin force analysis, to prevent when promoting stress, support system globality is not good, produces displacement and inclination, causes safe thing
Therefore, give science reliable technical support promoting secure context.
5th, utilize BIM technology that the spatial information of cartridge type steel storage tank and temporal information are incorporated into a visual 4D (3D+
Time), in model, work progress and the virtual image progress of whole building can intuitively, be accurately reflected；Accurate to quantities
Calculate, reach cost control.Also can reach drawing joint examination, the effect of prioritization scheme, can more effectively coordinate work on the spot.
6th, after utilizing this technology, the construction period can be effectively ensured, and construction quality greatly improves, and safety also more has guarantor
Barrier.Comparing conventional construction method, this technology not only saves manpower, makes cartridge type steel storage tank installation progress, Mass accuracy simultaneously
More easy to control, construction cost is reduced to whole project and also plays positive effect.
7th, this technology is simple, be easy to on-the-spot application, it is adaptable to the construction of all kinds of cartridge type steel storage tanks, is more suitable for quality and wants
Ask height, narrow field, the project that the duration is nervous, estimated cost is short of money, construction environment is severe.
Brief description
Fig. 1 be in the present invention platform for lining lay schematic diagram；
Fig. 2 is the longitudinal sectional schematic diagram of hydraulic pressure support system；
Fig. 3 is hydraulic pressure support system horizontal section schematic diagram；
Fig. 4 is the support system illustraton of model utilizing BIM technology to build；
Fig. 5 sets up model, construction simulation process (1) for utilizing BIM；
Fig. 6 sets up model, construction simulation process (2) for utilizing BIM；
Fig. 7 sets up model, construction simulation process (3) for utilizing BIM；
Fig. 8 sets up model, construction simulation process (4) for utilizing BIM；
Fig. 9 sets up model, construction simulation process (5) for utilizing BIM；
Wherein: 1 base plate, 2 wallboards, 3 platform for lining, 4 lifting arms, 5 inter-ties, 6 lifting dops, 7-
Hydraulic support, 8-newel, 9-angle steel, 10-steel pipe, 11-hydraulic lifting apparatus, 12-hydraulic means support system.
Detailed description of the invention
Describe the present invention below in conjunction with the accompanying drawings.
Step one: wallboard group to front, first circumferentially decile on tank bottom, then along wallboard circumference and the end on base plate
Plate angle bisecting line point of intersection arranges 600mm height Φ 325*12 steel pipe bearing or I 50a, is aided with 400mm* in steel pipe top
The steel plate of 400mm*16mm is as platform for lining 3.And levelling with spirit level, the horizontal gradient error≤2mm of bearing, by base plate 1
Wallboard 2 inner circle vertically return in the plane of bearing steel plate, postive stop baffle is set in inner side and outside, as the tire to wallboard for the group
Tool, after mold installs, physical dimension to be reviewed, it is ensured that the diameter of wallboard.(platform for lining is shown in accompanying drawing 1)
Step 2: accurately install steel storage tank the first band plate and be located on platform for lining, due in upside-down mounting operation
One band plate is upside-down mounting basis, and installation site is relatively low, and kart can be used to lift up into row lifting.Lift in place after by wallboard dock
Weld seam carries out spot welding, carries out wallboard squareness measurement and diameter measurement after electric welding is fixing.Wait surveyed deviation value in allowed band
Butt weld full weld can be carried out.
Step 3: the height of major part hydraulic lifting apparatus is higher than the first band wallboard, so carrying wallboard and tank skin 5 first
Strenthening member, after platform for lining welding finishes, can build hydraulic lifting apparatus 11, and each hydraulic lifting apparatus 11 is solid
Timing centering to be carried out, vertical error is not more than ± 3mm, is fixed after centering.
Step 4: horizontal supporting system that hydraulic lifting apparatus 11 is connected with newel 8 (hydraulic means support system 12 by
Two parts form: one is that horizontal struts system is made up of angle steel therein 9th, newel 8 and inter-tie 5；Two is by vertically propping up
Support body system is made up of steel pipe 10.) use angle steel 92 ∠ 80*6 newel 8 to use Φ 426*8, newel 8 lower shoe 1 uses tank
The base plate 30mm*600mm*600mm of base plate upper fixture, newel 8 upper plate uses Φ 600*20mm.Each two hydraulic pressure
The inter-tie 5 (see accompanying drawing 3) of Φ 89*6 is used to be attached between lifting device 11.Inner side must be with two steel pipes of Φ 95*6
10 carry out diagonal brace, and so whole hydraulic pressure lift support system (see accompanying drawing 2-3) is the formation of, can guarantee that lifting operation when stably
Vertical movement.With the increase of lifting weight, the perpendicularity of hydraulic lifting system should be checked in time, and be adjusted.
Step 5: be to guarantee the overall security of heretofore described hydraulic pressure lift upside-down mounting system, utilize BIM technology to
Support Establishing model (Fig. 4), utilizes mechanical analysis to analyze software and carries out deformation analysis to support system, if meet the requirements.
Step 6: utilize BIM technology, sets up engineering dummy model and construction simulation process (see Fig. 5-9), builds to whole
Project is optimized management and control；In cartridge type storage tank, the position relationship at each position can utilize BIM technology according to setting before construction simultaneously
Meter drawing set up model, reach drawing joint examination, the effect of prioritization scheme, be linked with construction schedule, by spatial information with
Temporal information is incorporated in visual 4D (3D+Time) model, can intuitively, accurately reflect the construction of whole building
Journey and virtual image progress, to quantities, accurate calculating, reaches cost control.Can more effectively coordinate work on the spot.
Step 7: when hydraulic jack oil-feed, by its upper chuck clamping and lift lifting on lifting arm 4 and tank skin
Dop 6, thus drive tank body to be lifted up；Its upper chuck is with piston rod backhaul, and now its lower dop automatic clamping lifting arm is not
Can fall, jack moves and so forth makes lifting arm drive tank body constantly to rise, until predetermined height (vacates next band plate
Height).After next band plate welding finishes, opening the upper and lower pine card device of hydraulic jack, unclamping upper and lower dop will
Lifting arm 4 drops to next layer of wallboard bottom, then welds lifting dop 6 on wallboard, then promotes.Transport and so forth
Moving makes the good tank body of assembly welding rise, until last band wallboard assembly welding finishes, so that whole storage tank installs.
The above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For Yuan, under the premise without departing from the principles of the invention, can also make some improvements and modifications, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (3)
1. the method based on the cartridge type steel storage tank hydraulic pressure lift upside-down mounting of BIM technology, it is characterised in that use pine cassette thousand
Jin top be main body, utilize BIM technology to carry out globality safe design to lifting device support system, set up engineering dummy model and
Construction simulation process, is optimized management and control to whole construction project；It is equipped with hydraulic power unit and the hydraulic plumbing system of different model
Accessory, becoming hydraulic lifting device individual event control is centralized Control, becomes continuous jacking and promotes into step-by-step movement, is aided with walk away safety reliable
Platform for lining, form cartridge type steel storage tank reverse installation complete set of equipments.
2. the method for the cartridge type steel storage tank hydraulic pressure lift upside-down mounting based on BIM technology according to claim 1, its feature exists
In comprising the steps:
(1) the laying of cartridge type steel storage tank hydraulic pressure lift flip chip technology platform for lining；
(2) installation with wallboard for the storage tank first；Utilize small lifting equipment that storage tank first carries wallboard install and be located in assembled putting down
On platform；
(3) the setting up of hydraulic lifting apparatus；Owing to the height of major part hydraulic lifting apparatus is higher than the first band wallboard, so the
One band wallboard can build hydraulic lifting apparatus with tank skin strenthening member after platform for lining welding finishes；
(4) the building of cartridge type steel storage tank hydraulic pressure lift flip chip technology support system；
(5) utilize BIM technology to set up model to support system, utilize mechanical analysis software to carry out deformation analysis to support system；
(6) utilize BIM technology, set up engineering dummy model and construction simulation process, spatial information is incorporated into temporal information
In one visual 4D model, can be precisely controlled to this, more effectively coordinate work on the spot；
(7) steel storage tank each band upside-down mounting jacking successively in addition to the first band.
3. the method for the cartridge type steel storage tank hydraulic pressure lift upside-down mounting based on BIM technology according to claim 2, its feature exists
In described hydraulic lifting apparatus mainly relies on SQD 200 100S.F pine clip type jack.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610409636.0A CN106088756A (en) | 2016-06-07 | 2016-06-07 | A kind of method of the cartridge type steel storage tank hydraulic pressure lift upside-down mounting based on BIM technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610409636.0A CN106088756A (en) | 2016-06-07 | 2016-06-07 | A kind of method of the cartridge type steel storage tank hydraulic pressure lift upside-down mounting based on BIM technology |
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| CN106088756A true CN106088756A (en) | 2016-11-09 |
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| CN201610409636.0A Pending CN106088756A (en) | 2016-06-07 | 2016-06-07 | A kind of method of the cartridge type steel storage tank hydraulic pressure lift upside-down mounting based on BIM technology |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107352464A (en) * | 2017-08-25 | 2017-11-17 | 中国电建集团贵州工程公司 | A kind of hydraulic jacking device being flip-chip mounted for reducer among medium-and-large-sized case tank |
| CN108729677A (en) * | 2018-05-31 | 2018-11-02 | 中国十九冶集团有限公司 | Tank integrated lifting installation method |
| CN110039217A (en) * | 2019-06-06 | 2019-07-23 | 贵州建工集团第六建筑工程有限责任公司 | A kind of upside-down mounting mode storage tank concentricity, ovality control construction method |
| CN114939289A (en) * | 2022-06-01 | 2022-08-26 | 中国化学工程第十四建设有限公司 | Inverted installation method of filter press for press filtration production |
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| CN1080580A (en) * | 1992-06-20 | 1994-01-12 | 玉门石油管理局油田建设工程公司 | Centralized Control electric hoist and tank filling process and control device |
| CN201224671Y (en) * | 2008-05-16 | 2009-04-22 | 中冶天工上海十三冶建设有限公司 | Hoisting device for reversely mounting storage tank |
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| CN1080580A (en) * | 1992-06-20 | 1994-01-12 | 玉门石油管理局油田建设工程公司 | Centralized Control electric hoist and tank filling process and control device |
| CN201224671Y (en) * | 2008-05-16 | 2009-04-22 | 中冶天工上海十三冶建设有限公司 | Hoisting device for reversely mounting storage tank |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107352464A (en) * | 2017-08-25 | 2017-11-17 | 中国电建集团贵州工程公司 | A kind of hydraulic jacking device being flip-chip mounted for reducer among medium-and-large-sized case tank |
| CN108729677A (en) * | 2018-05-31 | 2018-11-02 | 中国十九冶集团有限公司 | Tank integrated lifting installation method |
| CN110039217A (en) * | 2019-06-06 | 2019-07-23 | 贵州建工集团第六建筑工程有限责任公司 | A kind of upside-down mounting mode storage tank concentricity, ovality control construction method |
| CN114939289A (en) * | 2022-06-01 | 2022-08-26 | 中国化学工程第十四建设有限公司 | Inverted installation method of filter press for press filtration production |
| CN114939289B (en) * | 2022-06-01 | 2023-12-19 | 中国化学工程第十四建设有限公司 | Flip-chip mounting method of filter press for squeezing and filtering production |
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Application publication date: 20161109 |