CN110439171A - A kind of anti-ceiling joist installation method of assembled - Google Patents
A kind of anti-ceiling joist installation method of assembled Download PDFInfo
- Publication number
- CN110439171A CN110439171A CN201910593546.5A CN201910593546A CN110439171A CN 110439171 A CN110439171 A CN 110439171A CN 201910593546 A CN201910593546 A CN 201910593546A CN 110439171 A CN110439171 A CN 110439171A
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- China
- Prior art keywords
- unit module
- carried out
- installation
- assembled
- ceiling joist
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
- E04B9/06—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation characterised by constructional features of the supporting construction, e.g. cross section or material of framework members
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention belongs to construction engineering technical field, specially a kind of anti-ceiling joist installation method of assembled, comprising the following steps: (1) modeled using BIM, the three-dimensional data of the anti-ceiling joist installation of profiled metal is extracted by modeling；(2) assembled installation simulation is carried out using BIM technology；(3) lifting construction is carried out to unit module, realizes that the whole of unit module is promoted using electric roller by three pulley blocks；(4) when unit module, which is promoted to, to be required in the range of elevation control error 20cm, three coordinate solid spaces is carried out in conjunction with total station and are accurately positioned；(5) secondary joist carried out between two unit modules welds installation, completes the anti-integral installation for hanging keel.The present invention effectively solves the anti-furred ceiling of long-span deformed steel construction in the construction process, because keel size, positioning etc. cannot get precise information, so as to cause deviation, repeats to do over again, influences the low problem of anti-ceiling joist construction quality, construction efficiency.
Description
Technical field
The invention belongs to construction engineering technical field, specially a kind of anti-ceiling joist installation method of assembled.
Background technique
With Modernized City Construction advance by leaps and bounds and requirement of the people to the aesthetics of architecture is continuously improved, in stadium
In the design of shop class public building, there are more support long-span deformed steel constructions to realize special architectural image.In this kind
In venue class structural steelwork, often there is the anti-ceiling joist construction of more abnormity, and this kind of keel of tradition are in work progress
In, keel size, positioning etc. cannot get precise information so as to cause deviation, even repeat the case where doing over again, this kind of situation tradition
Construction installation method easily influences the construction quality of anti-furred ceiling, and construction efficiency is low.
Summary of the invention
For the technical problems in the prior art, the purpose of the present invention is to provide a kind of anti-ceiling joists of assembled
Installation method.To achieve the goals above, the technical scheme adopted by the invention is as follows:
A kind of anti-ceiling joist installation method of assembled, comprising the following steps:
(1) it is modeled using BIM, the three-dimensional data of the anti-ceiling joist installation of profiled metal is extracted by modeling；
(2) assembled installation simulation is carried out using BIM technology, determines that each unit module hangs dragon entire metal Roof is counter
The space orientation and size of bone, manufacturer are in advance in the good each unit module of factory process or straight at the scene according to dimension data
Connect production；
(3) lifting construction is carried out to unit module, four fixed points is chosen specially on unit module, wherein three are
Vertical lifting point, a level control points, and the successively mounting finished product chain block on four control points pass through three cunnings later
Wheel group realizes that the whole of unit module is promoted using electric roller；
(4) when unit module, which is promoted to, to be required in the range of elevation control error 20cm, each mould is extracted according to BIM modeling
Each point three-dimensional coordinate numerical value of block carries out essence in conjunction with three coordinate solid spaces are carried out by total station using finished product chain block
Determine position, it is ensured that each module mounting location accuracy；
(5) secondary joist carried out between two unit modules welds installation, completes the anti-integral installation for hanging keel.
Preferably, scene directly production unit module then carries out unit mould using the adjustable assembled operating platform of Three Dimensional Ground
The production of block.
Preferably, the level control points realize horizontal location by personnel control.
The present invention efficiently solves the anti-furred ceiling of long-span deformed steel construction and was constructing compared with traditional construction method
Cheng Zhong, keel size, positioning etc. cannot get precise information so as to cause deviation, even repeat the case where doing over again, easily influence counter to hang
Push up the low problem of keel construction quality, construction efficiency.
Specific embodiment
A kind of anti-ceiling joist installation method of assembled to further describe the present invention, below makees furtherly it
It is bright.
A kind of anti-ceiling joist installation method of assembled, comprising the following steps:
(1) it is modeled using BIM, the three-dimensional data of the anti-ceiling joist installation of profiled metal is extracted by modeling；
(2) assembled installation simulation is carried out using BIM technology, determines that each unit module hangs dragon entire metal Roof is counter
The space orientation and size of bone, manufacturer are in advance in the good each unit module of factory process or straight at the scene according to dimension data
Production is connect, scene directly production unit module then carries out the production of unit module using the adjustable assembled operating platform of Three Dimensional Ground；
(3) lifting construction is carried out to unit module, four fixed points is chosen specially on unit module, wherein three are
Vertical lifting point, a level control points, and the successively mounting finished product chain block on four control points pass through three cunnings later
Wheel group realizes that the whole of unit module is promoted using electric roller, and it is horizontal fixed that a level control points are realized by personnel control
Position；
(4) when unit module, which is promoted to, to be required in the range of elevation control error 20cm, each mould is extracted according to BIM modeling
Each point three-dimensional coordinate numerical value of block carries out essence in conjunction with three coordinate solid spaces are carried out by total station using finished product chain block
Determine position, it is ensured that each module mounting location accuracy；
(5) secondary joist carried out between two unit modules welds installation, completes the anti-integral installation for hanging keel.
The above content is just an example and description of the concept of the present invention, affiliated those skilled in the art
It makes various modifications or additions to the described embodiments or is substituted in a similar manner, without departing from invention
Design or beyond the scope defined by this claim, be within the scope of protection of the invention.
Claims (3)
1. a kind of anti-ceiling joist installation method of assembled, which comprises the following steps:
(1) it is modeled using BIM, the three-dimensional data of the anti-ceiling joist installation of profiled metal is extracted by modeling；
(2) assembled installation simulation is carried out using BIM technology, determines each unit module in the anti-keel that hang of entire metal Roof
Space orientation and size, manufacturer directly make in the good each unit module of factory process or at the scene in advance according to dimension data
Make；
(3) lifting construction is carried out to unit module, four fixed points is chosen specially on unit module, wherein three are vertical
Lifting point, a level control points, and the successively mounting finished product chain block on four control points pass through three pulley blocks later
Realize that the whole of unit module is promoted using electric roller；
(4) when unit module, which is promoted to, to be required in the range of elevation control error 20cm, it is each that each module is extracted according to BIM modeling
Point three-dimensional coordinate numerical value accurately determine in conjunction with three coordinate solid spaces are carried out by total station using finished product chain block
Position, it is ensured that each module mounting location accuracy；
(5) secondary joist carried out between two unit modules welds installation, completes the anti-integral installation for hanging keel.
2. the anti-ceiling joist installation method of a kind of assembled according to claim 1, which is characterized in that the step (2)
Live directly production unit module is the production that unit module is carried out using the adjustable assembled operating platform of Three Dimensional Ground.
3. the anti-ceiling joist installation method of a kind of assembled according to claim 1, which is characterized in that the horizontal control
Point realizes horizontal location by personnel control.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910593546.5A CN110439171A (en) | 2019-07-03 | 2019-07-03 | A kind of anti-ceiling joist installation method of assembled |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910593546.5A CN110439171A (en) | 2019-07-03 | 2019-07-03 | A kind of anti-ceiling joist installation method of assembled |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110439171A true CN110439171A (en) | 2019-11-12 |
Family
ID=68429352
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910593546.5A Pending CN110439171A (en) | 2019-07-03 | 2019-07-03 | A kind of anti-ceiling joist installation method of assembled |
Country Status (1)
| Country | Link |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102839747A (en) * | 2012-09-24 | 2012-12-26 | 中国建筑第八工程局有限公司 | Construction method for steel structure truss of super high-rise special structure |
| CN107558642A (en) * | 2017-08-22 | 2018-01-09 | 中国十七冶集团有限公司 | A kind of method in the large-scale open stone curtain wall installation based on BIM |
| CN108661325A (en) * | 2018-04-02 | 2018-10-16 | 中国十七冶集团有限公司 | A kind of large-scale steel structure rotation ramp inversion construction method based on BIM |
| CN109025286A (en) * | 2018-07-20 | 2018-12-18 | 中建三局第三建设工程有限责任公司 | A kind of construction method of large span high-altitude three-dimensional canopy of the heavens steel construction |
| CN109784004A (en) * | 2019-04-02 | 2019-05-21 | 中国十七冶集团有限公司 | A kind of profiled metal roofing construction method of installation based on BIM technology |
-
2019
- 2019-07-03 CN CN201910593546.5A patent/CN110439171A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102839747A (en) * | 2012-09-24 | 2012-12-26 | 中国建筑第八工程局有限公司 | Construction method for steel structure truss of super high-rise special structure |
| CN107558642A (en) * | 2017-08-22 | 2018-01-09 | 中国十七冶集团有限公司 | A kind of method in the large-scale open stone curtain wall installation based on BIM |
| CN108661325A (en) * | 2018-04-02 | 2018-10-16 | 中国十七冶集团有限公司 | A kind of large-scale steel structure rotation ramp inversion construction method based on BIM |
| CN109025286A (en) * | 2018-07-20 | 2018-12-18 | 中建三局第三建设工程有限责任公司 | A kind of construction method of large span high-altitude three-dimensional canopy of the heavens steel construction |
| CN109784004A (en) * | 2019-04-02 | 2019-05-21 | 中国十七冶集团有限公司 | A kind of profiled metal roofing construction method of installation based on BIM technology |
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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: 20191112 |