CN107958128A - A kind of assembled architecture four-dimension sequential construction analysis system - Google Patents
A kind of assembled architecture four-dimension sequential construction analysis system Download PDFInfo
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- CN107958128A CN107958128A CN201711467160.7A CN201711467160A CN107958128A CN 107958128 A CN107958128 A CN 107958128A CN 201711467160 A CN201711467160 A CN 201711467160A CN 107958128 A CN107958128 A CN 107958128A
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Abstract
The present invention relates to intelligent management system technical field, more particularly to a kind of assembled architecture four-dimension sequential construction analysis system, space, the analysis of four time, technique and resource aspects can be carried out to the BIM models of importing according to computation rule mould rule in the block, referred to for project manager, the formation for subsequent construction plan provides important evidence.
Description
Technical field
The present invention relates to intelligent management system technical field, and in particular to a kind of assembled architecture four-dimension sequential construction analysis
System.
Background technology
Fabricated construction (prefabricated concrete structure) is the abbreviation of prefabricated concrete structure,
It is the concrete structure being formed by connecting using prefabricated components as main bearing member through assembling.Precast reinforced concrete structure is
One of important directions of China's building structure development, it is conducive to the development of China's building industrialization, improves production efficiency saving
The energy, develops Green environmental-protection building, and is conducive to improve and ensure construction engineering quality.Compared with cast-in-situ construction method, dress
Be conducive to green construction with formula concrete structure because fabricated construction can more meet the saving land, be energy saving of green construction, section material,
Water-saving and environmental protection etc. requires, and reduces the negative effect to environment, including reduces noise, prevent airborne dust, reduce environment dirt
Dye, cleaning transport, reduce place interference, save resource and the energy such as water, electricity, material, it then follows the principle of sustainable development.
Four-dimensional construction simulation has very big directive significance, traditional cast-in-place concrete knot to construction deployment and construction planning
Four-dimensional sequential construction analysis system can be all used to carry out sunykatuib analysis as structure is previous in construction.And due to assembly concrete knot
Structure has special construction technique, entirely different with the construction technology of cast-in-place concrete structure, therefore can not utilize the existing four-dimension
Sequential construction analysis system carries out sunykatuib analysis to prefabricated concrete structure, and in the prior art, also without for dress
The four-dimensional sequential construction analysis system specially developed with formula concrete structure.
The content of the invention
It is an object of the invention to provide a kind of assembled architecture four-dimension sequential construction analysis system, which can be to leading
The BIM model datas that enter carry out the analysis of space, time, technique and resource, for subsequent construction plan formation provide it is important according to
According to.
To achieve these goals, the present invention adopts the following technical scheme that：A kind of assembled architecture four-dimension construction simulation point
Analysis system, including,
Import modul：For the data of BIM models to be extracted, it imported into system；
Computation rule module：For providing spatial analysis, time series analysis, resource analysis and the rule of industrial analysis；
Spatial analysis module：For according to BIM model data division construction area of the spatial analysis rule to importing, judgement
Construction, judge construction flowing water section；Determine lifting component order；
Time series analysis module：For being matched somebody with somebody according to the definite construction schedule of time series analysis rule and corresponding quota resource
Put；
Industrial analysis module：The quantity of turnover material tool is obtained for carrying out industrial analysis to the data of BIM models；
Resource analysis module：For obtaining quota resource usage according to quota resource distribution, according to resource analysis rule and
The quantity of quota resource usage and turnover material tool determines working sources.
Further, the BIM models are the model formed with revit software modelings or have what corresponding pel was distinguished
CAD diagram paper.
Further, computation rule mould spatial analysis rule in the block includes construction area division rule, construction stream
Rule is determined to decision rule, construction flowing water section decision rule and lifting component order.
Further, the time series analysis rule module includes index bed progress selecting module, real work amount calculates mould
Block and time limit modification module；
Index bed progress selecting module, for based on contract duration and index bed progress rule definite standard duration；
Real work amount computing module, for calculating the actual duration according to BIM model datas；
Time limit modification module：The 20% of duration if the actual construction time is above standard, to setting the actual construction time as work of constructing
Phase, and according to the definite construction schedule of time series analysis rule and corresponding quota resource distribution.
Further, computation rule mould time series analysis rule in the block includes index bed progress rule, work gauge
Calculate rule, space-time conflict rule, adjust automatically rule and manually adjust rule.
The assembled architecture four-dimension sequential construction analysis system of the present invention can be right according to computation rule mould rule in the block
The BIM models of importing carry out space, the analysis of four time, technique and resource aspects, are referred to for project manager, after being
The formation of continuous construction plan provides important evidence.
Embodiment
In order to make the purpose , technical scheme and advantage of the present invention be clearer, with reference to embodiments, to the present invention
It is further elaborated.It should be appreciated that specific embodiment described herein is not used to only to explain the present invention
Limit the present invention.
The assembled architecture four-dimension sequential construction analysis system of the present invention, including,
Import modul：For the data of BIM models to be extracted, it imported into system；The BIM models are soft with revit
The CAD diagram paper that part models the model to be formed or has corresponding pel to distinguish.
Computation rule module：For providing spatial analysis, time series analysis, resource analysis and the rule of industrial analysis.
The computation rule mould spatial analysis rule in the block includes construction area division rule, construction judges rule
Then, flowing water section decision rule of constructing and lifting component order determine rule.
Construction area division rule is：
(1) selection of boundary of works area, boundary of works area is selected on construction main flat face；
(2) boundary of works area is divided into a construction area according to construction area for 500-600 square meters；
(3) two or more buildings are a boundary of works area, when selecting a solitary building as independent construction area, are used
Above-mentioned value judged, can be with if within the range, and going beyond the scope, need manually to determine whether can be with；
(4) buildings for it is two or more as a boundary of works area when, it is necessary to select the quantity of construction area, then press
Formula below obtains region area, determines whether to meet the requirements；
(5) dividing mode of construction area is determined.
Wherein：N --- region quantity (rounding)
A --- an index bed construction area (square meter)；
Construction decision rule is：
(1) construction is determined according to axis direction；
(2) construction is determined according to the size order in building number；
(3) manually select.
Construction flowing water section decision rule：One construction area is divided into two flowing water sections；
(1) take the center line of typical floor plan figure (to divide equally) position by construction area first and be divided into two sections；
(2) there are elevator or staircase side, demarcated with the wall of the elevator of anti-construction side or staircase；
(3) non-elevator side will along construction, extend one across；
(4) line of demarcation is each extended on an axis in centre position, is longitudinally connected；
(5) it is more reasonable so as to division in addition, to manually adjust function in region division function.
Lifting component order determines rule：
The lifting sequence of vertical member is：Vertical Side fascia lifting --- lifting of PCF plates --- interior wall lifting
Wherein, the wallboard at staircase treats that all vertical member liftings of whole region lift again after completing, and vertical structure
Part lifting needs to add the lifting sequence opposite with default sequence inside function items manually adjusting.
The lifting sequence of horizontal member is：Superimposed sheet lifts --- balcony, the lifting of air-conditioning plate ---, and staircase boards lift
Vertical Side fascia lifts rule：
(1) starting point is determined.First flowing water section is with flowing to opposite direction, close to staircase escalator；
(2) end point is determined.Just terminate when the line of demarcation of the second flowing water section is run into.
(3) first subregions lift counterclockwise, and the second subregion lifts in the direction of the clock.
PCF plates lift rule：
(1) as the lifting sequence of vertical Side fascia；
(2) lifting is proceeded by after running into first external corner, stops lifting when running into the line of demarcation of next flowing water section.
Interior wall lifts rule：
(1) it is lifted into area limit line position by the lifting sequence of Side fascia.
Superimposed sheet lifts rule：
(1) lifted according to construction；
(2) first blocks of plates should select the plate by elevator side and the popular prime direction of construction；
(3) run into exterior wall by lifting successively along transversal line and terminate, turn to it is adjacent across, again along transversal line by
Lift successively.(or hung according to vertical (spans of adjacent two axial lines) and horizontal both direction are alternate with each other into " S " type trend
Dress.)
(4) ignore automatically when running into cast-in-place structural.
Stair lift rule：
Lifting sequence lifting from left to right.
The sequence of construction of cast-in-place process is；
Reinforcing bar, the template construction of position of joints are consistent with vertical member lifting sequence；
The order that stent is set up is consistent with the lifting sequence of superimposed sheet；
All Core Walls Structures (staircase, elevator) construction is carried out at the same time in construction area, unrelated with lifting process.
Computation rule mould time series analysis rule in the block include index bed progress rule, workload computing rule, when
Empty conflict rule, adjust automatically are regular and manually adjust rule.
Index bed progress rule includes four kinds of index bed schedules in 6 days, 7 days, 8 days and 9 days, and four kinds of index beds into
Degree plans corresponding quota resource distribution；
Workload computing rule includes the calculation formula of various structure construction times.
Space-time conflict rule is：When automatically generating floor schedule according to real work amount, and floor plan is manual
During adjustment, it is several following that time-space relationship coordination checks that followed rule has：
(1) when changing duration, per procedure according to the position of the starting point of normal pace, it is impossible to change；
(2) starting point the last process deadline more than half position (with 0.5 day for adjustment unit), i.e.,：One
There can only be procedure construction in construction section；
(3) cannot have in same time point three and above process produce it is overlapping；
(4) same procedure cannot overlap, i.e.,：Intermittent time is more than or equal to zero；
(5) when adjustment progress conflicts, there is prompting, and through allowing rear can adjust；
Adjust automatically rule is：
(1) duration is calculated according to formula；
(2) floor progress is automatically generated according to space-time conflict rule；
(3) floor calculating time claimed.
Manually adjusting rule is：
(1) change of process duration will be according to formula
(2) change of duration and beat will also follow space-time conflict rule；
Resource analysis module：Quota resource distribution for being determined according to spatial analysis module and time series analysis module obtains
Quota resource usage, quota resource is obtained according to quota Resource Calculation rule；
Spatial analysis module：For according to BIM model data division construction area of the spatial analysis rule to importing, judgement
Construction, judge construction flowing water section；Determine lifting component order.
Time series analysis module：For being matched somebody with somebody according to the definite construction schedule of time series analysis rule and corresponding quota resource
Put；
The time series analysis rule module includes index bed progress selecting module, real work amount computing module and duration tune
Mould preparation block；
Index bed progress selecting module, for based on contract duration and index bed progress rule definite standard duration；
Real work amount computing module, for calculating the actual duration according to BIM model datas；
Time limit modification module：The 20% of duration if the actual construction time is above standard, to setting the actual construction time as work of constructing
Phase, and according to the definite construction schedule of time series analysis rule and corresponding quota resource distribution.
Real work amount computing module：For calculating the actual duration according to BIM model datas；
Time limit modification module：The 20% of duration if the actual construction time is above standard, to setting the actual construction time as work of constructing
Phase, and according to space-time conflict rule, adjust automatically rule or manually adjust the definite construction schedule of rule and corresponding fixed
Volume resource distribution；
Industrial analysis module：The quantity of turnover material tool is obtained for carrying out industrial analysis to the data of BIM models；
Resource analysis module：For obtaining quota resource usage according to quota resource distribution, according to resource analysis rule and
The quantity of quota resource usage and turnover material tool determines working sources.
The assembled architecture four-dimension sequential construction analysis system of the present invention can be right according to computation rule mould rule in the block
The BIM models of importing carry out space, the analysis of four time, technique and resource aspects, are referred to for project manager, after being
The formation of continuous construction plan provides important evidence.
It should be appreciated that for those of ordinary skills, can according to the above description be improved or converted,
And all these modifications and variations should all belong to the protection domain of appended claims of the present invention.
Claims (5)
- A kind of 1. assembled architecture four-dimension sequential construction analysis system, it is characterised in that including,Import modul：For the data of BIM models to be extracted, it imported into system；Computation rule module：For providing spatial analysis, time series analysis, resource analysis and the rule of industrial analysis；Spatial analysis module：For according to BIM model data division construction area of the spatial analysis rule to importing, judgement construction Flow direction, judge construction flowing water section；Determine lifting component order；Time series analysis module：For according to the definite construction schedule of time series analysis rule and corresponding quota resource distribution；Industrial analysis module：The quantity of turnover material tool is obtained for carrying out industrial analysis to the data of BIM models；Resource analysis module：For obtaining quota resource usage according to quota resource distribution, according to resource analysis rule and quota The quantity of resource usage and turnover material tool determines working sources.
- 2. assembled architecture four-dimension sequential construction analysis system according to claim 1, it is characterised in that：The BIM moulds The CAD diagram paper that type is the model formed with revit software modelings or has corresponding pel to distinguish.
- 3. assembled architecture four-dimension sequential construction analysis system according to claim 1, it is characterised in that：It is described to calculate rule Then mould spatial analysis rule in the block includes construction area division rule, construction decision rule, construction flowing water section judgement rule Then rule is determined with lifting component order.
- 4. assembled architecture four-dimension sequential construction analysis system according to claim 1, it is characterised in that：The time point Analysis rule module includes index bed progress selecting module, real work amount computing module and time limit modification module；Index bed progress selecting module, for based on contract duration and index bed progress rule definite standard duration；Real work amount computing module, for calculating the actual duration according to BIM model datas；Time limit modification module：The 20% of duration if the actual construction time is above standard, to setting the actual construction time as the construction period, and According to the definite construction schedule of time series analysis rule and corresponding quota resource distribution.
- 5. assembled architecture four-dimension sequential construction analysis system according to claim 1, it is characterised in that：It is described to calculate rule Then mould time series analysis rule in the block includes index bed progress rule, workload computing rule, space-time conflict rule, adjust automatically Rule and manually adjust rule.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201711467160.7A CN107958128A (en) | 2017-12-29 | 2017-12-29 | A kind of assembled architecture four-dimension sequential construction analysis system |
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| CN201711467160.7A CN107958128A (en) | 2017-12-29 | 2017-12-29 | A kind of assembled architecture four-dimension sequential construction analysis system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110017029A (en) * | 2019-03-22 | 2019-07-16 | 驿涛项目管理有限公司 | A kind of prefabrication installation method and system |
| CN111079339A (en) * | 2019-12-25 | 2020-04-28 | 三峡大学 | Time-product element-based warehouse construction space-time conflict quantitative calculation method |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106447116A (en) * | 2016-10-10 | 2017-02-22 | 陕西铁路工程职业技术学院 | Application of BIM technology in metro track laying construction |
| CN107480370A (en) * | 2017-08-10 | 2017-12-15 | 嘉兴恒创电力设计研究院有限公司 | A kind of construction speed Forecasting Methodology and system based on BIM models |
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2017
- 2017-12-29 CN CN201711467160.7A patent/CN107958128A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106447116A (en) * | 2016-10-10 | 2017-02-22 | 陕西铁路工程职业技术学院 | Application of BIM technology in metro track laying construction |
| CN107480370A (en) * | 2017-08-10 | 2017-12-15 | 嘉兴恒创电力设计研究院有限公司 | A kind of construction speed Forecasting Methodology and system based on BIM models |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110017029A (en) * | 2019-03-22 | 2019-07-16 | 驿涛项目管理有限公司 | A kind of prefabrication installation method and system |
| CN111079339A (en) * | 2019-12-25 | 2020-04-28 | 三峡大学 | Time-product element-based warehouse construction space-time conflict quantitative calculation method |
| CN111079339B (en) * | 2019-12-25 | 2023-10-27 | 三峡大学 | Bin face construction space-time conflict quantitative calculation method based on time integral |
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Application publication date: 20180424 |