CN108053141A - A kind of assembled architecture construction data adjustment control system - Google Patents
A kind of assembled architecture construction data adjustment control system Download PDFInfo
- Publication number
- CN108053141A CN108053141A CN201711467165.XA CN201711467165A CN108053141A CN 108053141 A CN108053141 A CN 108053141A CN 201711467165 A CN201711467165 A CN 201711467165A CN 108053141 A CN108053141 A CN 108053141A
- Authority
- CN
- China
- Prior art keywords
- module
- construction
- time
- analysis
- resource
- 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
Links
- 238000010276 construction Methods 0.000 title claims abstract description 132
- 238000004458 analytical method Methods 0.000 claims abstract description 63
- 238000000034 method Methods 0.000 claims abstract description 35
- 238000004519 manufacturing process Methods 0.000 claims abstract description 8
- 230000008676 import Effects 0.000 claims abstract description 7
- 238000012732 spatial analysis Methods 0.000 claims description 17
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 12
- 239000000463 material Substances 0.000 claims description 11
- 230000008569 process Effects 0.000 claims description 11
- 238000009826 distribution Methods 0.000 claims description 9
- 230000007306 turnover Effects 0.000 claims description 6
- 238000010586 diagram Methods 0.000 claims description 3
- 238000010422 painting Methods 0.000 claims 1
- 241001269238 Data Species 0.000 abstract description 6
- 238000007726 management method Methods 0.000 abstract description 2
- 239000004567 concrete Substances 0.000 description 9
- 210000003195 fascia Anatomy 0.000 description 4
- 230000008859 change Effects 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 238000004364 calculation method Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000004886 process control Methods 0.000 description 2
- 238000004378 air conditioning Methods 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- -1 electricity Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000004088 simulation Methods 0.000 description 1
Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q10/00—Administration; Management
- G06Q10/06—Resources, workflows, human or project management; Enterprise or organisation planning; Enterprise or organisation modelling
- G06Q10/063—Operations research, analysis or management
- G06Q10/0631—Resource planning, allocation, distributing or scheduling for enterprises or organisations
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q10/00—Administration; Management
- G06Q10/10—Office automation; Time management
- G06Q10/103—Workflow collaboration or project management
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q50/00—Information and communication technology [ICT] specially adapted for implementation of business processes of specific business sectors, e.g. utilities or tourism
- G06Q50/08—Construction
Landscapes
- Business, Economics & Management (AREA)
- Human Resources & Organizations (AREA)
- Engineering & Computer Science (AREA)
- Strategic Management (AREA)
- Economics (AREA)
- Entrepreneurship & Innovation (AREA)
- Tourism & Hospitality (AREA)
- Theoretical Computer Science (AREA)
- General Physics & Mathematics (AREA)
- General Business, Economics & Management (AREA)
- Marketing (AREA)
- Physics & Mathematics (AREA)
- Operations Research (AREA)
- Quality & Reliability (AREA)
- Game Theory and Decision Science (AREA)
- Educational Administration (AREA)
- Development Economics (AREA)
- Data Mining & Analysis (AREA)
- Health & Medical Sciences (AREA)
- General Health & Medical Sciences (AREA)
- Primary Health Care (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
Abstract
The present invention relates to intelligent management system technical fields, and in particular to a kind of assembled architecture construction data adjustment control system, including import modul, analysis module, production module, recording module, projects module and adjustment module.The system can carry out the BIM model datas of importing the analysis of space, time, technique and resource, and then form arrangement and method for construction, schedule, resource planning and cost planning；And the function of real-time typing is provided, the actual conditions of construction and construction plan stroke can be compared, so that Project Manager is referred to, construction plan can be adjusted in time.
Description
Technical field
The present invention relates to intelligent management system technical fields, and in particular to a kind of assembled architecture construction data adjustment control
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,
The requirements such as water-saving and environmental protection, reduce the negative effect to environment, including reducing noise, preventing that airborne dust, reduction environment are dirty
Dye, cleaning transport reduce place interference, save resources 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
As structure is previous in construction four-dimensional sequential construction analysis system can all be used to carry out sunykatuib analysis.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 construction data adjustment control system, which can be to leading
The BIM model datas entered carry out the analysis of space, time, technique and resource, and then form arrangement and method for construction, schedule, resource
Plan and cost planning；And the function of real-time typing is provided, it can be by the actual conditions of construction and construction plan stroke pair
Than that so that Project Manager is referred to, can be adjusted in time to construction plan.
To achieve these goals, the present invention adopts the following technical scheme that：A kind of assembled architecture construction data adjustment control
System processed, which is characterized in that including import modul, analysis module, production module, recording module, projects module and adjustment mould
Block, wherein：
Import modul for the data of BIM models to be extracted, is imported into system；
Analysis module includes computation rule module, spatial analysis module, time analysis module, industrial analysis module and resource
Analysis module；
Computation rule module, for providing spatial analysis, time 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 judges construction flowing water section；Determine lifting component order；
Time analysis module, for being matched somebody with somebody according to the definite construction schedule of time analysis rule and corresponding quota resource
It puts；
Industrial analysis module obtains the quantity of turnover material tool for the data of BIM models to be carried out with industrial analysis；
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；
Generation module includes arrangement and method for construction generation module, schedule generation module, resource planning generation module and cost
Plan generation module；
Arrangement and method for construction generation module, for generating arrangement and method for construction according to the result of spatial analysis module；
Schedule generation module, for generating construction schedule according to the result of time analysis module；
Resource planning generation module, for generating resource planning according to the result of construction speed and resource analysis module；
Cost planning generation module, for according to construction schedule and the resource planning plan of calculating the cost of production；
Recording module includes real-time recording module, work post tool recording module and construction notes recording module；
Real-time recording module for providing real-time input interface of constructing, and preserves；
Work post utensil recording module for providing kind of the real-time input interface of utensil of constructing, and preserves；
Construction notes recording module, for providing notes input interface of constructing, and preserves；
Projects module includes project overall progress module, project schedule plan module and Project Cost Plan module；
Project overall progress module for the practice of construction situation according to typing, is contrasted with resource planning, and to scheme
The form of table is shown；
Project schedule plan module for the practice of construction situation according to typing, is compared with schedule stroke；And to scheme
The form of table is shown；
Project Cost Plan module, for graphically showing project cost；
Module is adjusted, for being adjusted according to Practical Project progress to construction schedule.
Further, the BIM models are the model formed with revit software modelings or have what corresponding pel was distinguished
CAD diagram paper.
Further, the real-time input interface include real-time typing form, the real-time typing form include according to
Each process and each process corresponding Start Date that region is arranged and its option, the actual used time, the Close Date and its
Option, remarks, and typing operation is provided.
Further, the real-time input interface of work post utensil includes the real-time typing form of work post utensil, the work post device
Has real-time typing form including corresponding to each work post being distributed according to classification and each utensil and each work post and each utensil
Quantity/dosage and its option remarks, and provide typing operation.
Further, the construction notes input interface that provides provides query function column, and query function column includes engineering id
Input field, engineering name input field, balcony id input fields and balcony number input field, and can be according to the Query Information of input
It is inquired about and shows query result, the query result is shown in the form of list is starved, including remark information, content, engineering
Id, engineering name, balcony id and balcony are numbered, and every a line in form is divided into indescribably for changing and deleting function choosing-item.
The assembled architecture project construction Process Control System of the present invention, which can be to the BIM model datas of importing
The analysis of space, time, technique and resource is carried out, and then forms arrangement and method for construction, schedule, resource planning and cost planning,
So that Project Manager is referred to, arrangement and method for construction and construction deployment can be weighed, select duration, resource, the side of Optimum cost
Case is constructed；Later stage can provide the function of real-time typing again, can be by the actual conditions of construction and construction plan stroke pair
Than that so that Project Manager is referred to, can be adjusted in time to construction plan.
Specific 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.
A kind of assembled architecture construction data adjustment control system, which is characterized in that including import modul, analysis module,
Module, recording module, projects module and adjustment module are produced, wherein：
Import modul for the data of BIM models to be extracted, is 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.
Analysis module includes computation rule module, spatial analysis module, time analysis module, industrial analysis module and resource
Analysis module；
Computation rule module, for providing spatial analysis, time 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 selects boundary of works area 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 one solitary building of selection is independent construction area, are used
Above-mentioned value judged, can be with if in 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
Region area is obtained in formula below, 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) center line of typical floor plan figure is taken (to divide equally) position by construction area first and is divided into two sections；
(2) there are elevator or staircase one side, demarcated with the wall of the elevator of anti-construction one side or staircase；
(3) non-elevator one side will along construction, extend one across；
(4) line of demarcation is each extended on an axis in centre position, is longitudinally connected；
(5) in addition, to manually adjust function in region division function, so as to division more rationally.
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 manually adjusting inside function items plus the lifting sequence opposite with default sequence.
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 negative 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 one 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
It lifts 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 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 include 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 there are three and the generation overlapping of more than process in same time point；
(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 rear is allowed to 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 analysis module obtains
Quota resource usage obtains quota resource 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 judges construction flowing water section；Determine lifting component order.
Time analysis module：For being matched somebody with somebody according to the definite construction schedule of time analysis rule and corresponding quota resource
It puts；
The time 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 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 the data of BIM models to be carried out with industrial analysis；
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.
Generation module includes arrangement and method for construction generation module, schedule generation module, resource planning generation module and cost
Plan generation module；
Arrangement and method for construction generation module, for generating arrangement and method for construction according to the result of spatial analysis module；
The arrangement and method for construction, which is included on BIM models, to be expressed as below：
(1) big subregion and big subregion flow direction；
(2) flowing water section and flowing water section trend；
(3) lifting component order；
(4) detail design of template, stent, pylon, temporary support.
Schedule generation module, for generating construction schedule according to the result of time analysis module；The construction
Schedule is embodied in the form of gunter drawing, and provides the function of adjusting manually.
Resource planning generation module, for generating resource planning according to the result of construction speed and resource analysis module；
The resource planning includes：
(1) Workforce Planning；
(2) component fabrication plan；
(3) mold plan is had enough to meet the need；
(4) large-scale equipment plan.
Cost planning generation module, for according to construction schedule and the resource planning plan of calculating the cost of production；
The resource planning includes：The create-rule of the production cost plan is：
Wherein：M-totle drilling cost
P-unit price
Q-usage amount.
Cost P=quantities of labour force m × unit price+material quantity n × unit price+machinery expenses
Inventory quantities × inventory contract price+equipment is completed in cost (planned costs) Cs=plans under the conditions of plan time
The duration continuous days+once for leasing quantity × value of leass × calculating moment amortize material total price/calculating moment and account for chief engineer
Phase percentage
Cost (actual cost) Ca=under the conditions of actual construction time actually accomplishes inventory quantities × inventory contract price+equipment
The duration continuous days+once for leasing quantity × value of leass × calculating moment amortize material total price/calculating moment and account for chief engineer
Phase percentage.
Recording module includes real-time recording module, work post tool recording module and construction notes recording module；
Real-time recording module for providing real-time input interface of constructing, and preserves；
The real-time input interface includes real-time typing form, and the real-time typing form includes being arranged according to region
Each process and each process corresponding Start Date of row and its option, actual used time, Close Date and its option, remarks,
And provide typing operation.
Work post utensil recording module for providing kind of the real-time input interface of utensil of constructing, and preserves；
The real-time input interface of work post utensil includes the real-time typing form of work post utensil, the real-time typing of work post utensil
Quantity/dosage of the form corresponding to including each work post being distributed according to classification and each utensil and each work post and each utensil
And its option remarks, and typing operation is provided.
Construction notes recording module, for providing notes input interface of constructing, and preserves；
The construction notes input interface that provides provides query function column, and query function column includes engineering id input fields, work
Journey name input field, balcony id input fields and balcony number input field, and can be inquired about simultaneously according to the Query Information of input
Show query result, the query result shows in the form of list is starved, including remark information, content, engineering id, engineering name,
Balcony id and balcony are numbered, and every a line in form is divided into indescribably for changing and deleting function choosing-item.
Projects module includes project overall progress module, project schedule plan module and Project Cost Plan module；
Project overall progress module for the practice of construction situation according to typing, is contrasted with resource planning, and to scheme
The form of table is shown；
Project schedule plan module for the practice of construction situation according to typing, is compared with schedule stroke；And to scheme
The form of table is shown；
Project Cost Plan module, for graphically showing project cost；
Module is adjusted, for being adjusted according to Practical Project progress to construction schedule.
The assembled architecture project construction Process Control System of the present invention, which can be to the BIM model datas of importing
The analysis of space, time, technique and resource is carried out, and then forms arrangement and method for construction, schedule, resource planning and cost planning,
So that Project Manager is referred to, arrangement and method for construction and construction deployment can be weighed, select duration, resource, the side of Optimum cost
Case is constructed；Later stage can provide the function of real-time typing again, can be by the actual conditions of construction and construction plan stroke pair
Than that so that Project Manager is referred to, can be adjusted in time to construction plan.
It should be appreciated that for those of ordinary skills, can be improved or converted according to the above description,
And all these modifications and variations should all belong to the protection domain of appended claims of the present invention.
Claims (5)
1. a kind of assembled architecture construction data adjustment control system, which is characterized in that including import modul, analysis module, life
Module, recording module, projects module and adjustment module are produced, wherein：
Import modul for the data of BIM models to be extracted, is imported into system；
Analysis module includes computation rule module, spatial analysis module, time analysis module, industrial analysis module and resource analysis
Module；
Computation rule module, for providing spatial analysis, time 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 judges construction flowing water section；Determine lifting component order；
Time analysis module, for according to the definite construction schedule of time analysis rule and corresponding quota resource distribution；
Industrial analysis module obtains the quantity of turnover material tool for the data of BIM models to be carried out with industrial analysis；
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；
Generation module includes arrangement and method for construction generation module, schedule generation module, resource planning generation module and cost planning
Generation module；
Arrangement and method for construction generation module, for generating arrangement and method for construction according to the result of spatial analysis module；
Schedule generation module, for generating construction schedule according to the result of time analysis module；
Resource planning generation module, for generating resource planning according to the result of construction speed and resource analysis module；
Cost planning generation module, for according to construction schedule and the resource planning plan of calculating the cost of production；
Recording module includes real-time recording module, work post tool recording module and construction notes recording module；
Real-time recording module for providing real-time input interface of constructing, and preserves；
Work post utensil recording module for providing kind of the real-time input interface of utensil of constructing, and preserves；
Construction notes recording module, for providing notes input interface of constructing, and preserves；
Projects module includes project overall progress module, project schedule plan module and Project Cost Plan module；
Project overall progress module for the practice of construction situation according to typing, is contrasted with resource planning, and with chart
Form is shown；
Project schedule plan module for the practice of construction situation according to typing, is compared with schedule stroke；And with chart
Form is shown；
Project Cost Plan module, for graphically showing project cost；
Module is adjusted, for being adjusted according to Practical Project progress to construction schedule.
2. assembled architecture construction data adjustment control 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 construction data adjustment control system according to claim 1, it is characterised in that：The real-time record
Entering interface includes real-time typing form, and the real-time typing form includes each process arranged according to region and respectively
Process corresponding Start Date and its option, actual used time, Close Date and its option, remarks, and typing operation is provided.
4. assembled architecture construction data adjustment control system according to claim 1, it is characterised in that：The work post device
Have real-time input interface include the real-time typing form of work post utensil, the real-time typing form of work post utensil include according to classification into
Quantity/dosage and its option remarks corresponding to each work post of row distribution and each utensil and each work post and each utensil, and provide
Typing operates.
5. assembled architecture construction data adjustment control system according to claim 1, it is characterised in that：The offer is applied
Chinese realistic painting is recorded into interface and provides query function column, and query function column includes engineering id input fields, engineering name input field, balcony id
Input field and balcony number input field, and can be inquired about according to the Query Information of input and show query result, it is described to look into
It askes result to show in the form of list is starved, be numbered including remark information, content, engineering id, engineering name, balcony id and balcony, table
Every a line in lattice is divided into indescribably for changing and deleting function choosing-item.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711467165.XA CN108053141A (en) | 2017-12-29 | 2017-12-29 | A kind of assembled architecture construction data adjustment control system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711467165.XA CN108053141A (en) | 2017-12-29 | 2017-12-29 | A kind of assembled architecture construction data adjustment control system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108053141A true CN108053141A (en) | 2018-05-18 |
Family
ID=62128954
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711467165.XA Pending CN108053141A (en) | 2017-12-29 | 2017-12-29 | A kind of assembled architecture construction data adjustment control system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108053141A (en) |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109903019A (en) * | 2019-03-05 | 2019-06-18 | 深圳市国晨工程造价咨询有限公司 | Project progress monitor system based on BIM |
| CN110298629A (en) * | 2019-06-20 | 2019-10-01 | 四川省劲腾环保建材有限公司 | A kind of BIM implementation integration method |
| CN110619187A (en) * | 2019-09-25 | 2019-12-27 | 三峡大学 | Concrete dam construction scheme and resource conflict detection and adjustment method |
| CN111079339A (en) * | 2019-12-25 | 2020-04-28 | 三峡大学 | Time-product element-based warehouse construction space-time conflict quantitative calculation method |
| CN111242497A (en) * | 2020-01-19 | 2020-06-05 | 深圳云联万企科技有限公司 | Construction cost management system and method based on building information model |
| CN111550858A (en) * | 2020-01-15 | 2020-08-18 | 青建集团股份公司 | Assembled wall, building and construction data adjustment control system thereof |
| CN111950119A (en) * | 2020-07-01 | 2020-11-17 | 中国建筑一局(集团)有限公司 | Concrete cast-in-place engineering management system based on BIM technology |
| CN113032872A (en) * | 2021-03-12 | 2021-06-25 | 北京六建集团有限责任公司 | BIM technology-based integrated resource management and control method for assembly type building progress plan |
| CN113127965A (en) * | 2021-05-12 | 2021-07-16 | 武汉源铭盛网络科技有限公司 | Project supervision information management method and system based on BIM technology and cloud computing, intelligent terminal and storage medium |
| CN113136981A (en) * | 2020-01-17 | 2021-07-20 | 青建集团股份公司 | Fabricated building wall, building and construction period calculation method based on tower crane operation |
| CN113256131A (en) * | 2021-06-01 | 2021-08-13 | 安徽鑫洋信息工程有限公司 | Intelligent coordination construction system of prefabricated building |
| CN113374299A (en) * | 2021-05-18 | 2021-09-10 | 青建集团股份公司 | Assembly type building and control method thereof |
| CN113450018A (en) * | 2021-07-16 | 2021-09-28 | 中国化学工程第十一建设有限公司 | Project progress processing method, device and equipment and storage medium |
| CN114548685A (en) * | 2022-01-21 | 2022-05-27 | 四川省交通建设集团股份有限公司 | Building construction project progress management method, system, electronic device and storage medium |
| CN116911581A (en) * | 2023-09-14 | 2023-10-20 | 山东德丰重工有限公司 | Intelligent production management system and method for assembled building |
Citations (1)
| 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 |
-
2017
- 2017-12-29 CN CN201711467165.XA patent/CN108053141A/en active Pending
Patent Citations (1)
| 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 |
Cited By (23)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109903019A (en) * | 2019-03-05 | 2019-06-18 | 深圳市国晨工程造价咨询有限公司 | Project progress monitor system based on BIM |
| CN110298629A (en) * | 2019-06-20 | 2019-10-01 | 四川省劲腾环保建材有限公司 | A kind of BIM implementation integration method |
| CN110619187B (en) * | 2019-09-25 | 2022-12-16 | 三峡大学 | Concrete dam construction scheme and resource conflict detection and adjustment method |
| CN110619187A (en) * | 2019-09-25 | 2019-12-27 | 三峡大学 | Concrete dam construction scheme and resource conflict detection and adjustment method |
| 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 |
| CN111550858A (en) * | 2020-01-15 | 2020-08-18 | 青建集团股份公司 | Assembled wall, building and construction data adjustment control system thereof |
| CN113136981B (en) * | 2020-01-17 | 2022-07-26 | 青建集团股份公司 | Fabricated building wall, building and method for calculating construction period based on tower crane operation |
| CN113136981A (en) * | 2020-01-17 | 2021-07-20 | 青建集团股份公司 | Fabricated building wall, building and construction period calculation method based on tower crane operation |
| CN111242497A (en) * | 2020-01-19 | 2020-06-05 | 深圳云联万企科技有限公司 | Construction cost management system and method based on building information model |
| CN111950119A (en) * | 2020-07-01 | 2020-11-17 | 中国建筑一局(集团)有限公司 | Concrete cast-in-place engineering management system based on BIM technology |
| CN113032872B (en) * | 2021-03-12 | 2023-12-15 | 北京六建集团有限责任公司 | BIM technology-based fabricated building progress plan comprehensive resource management and control method |
| CN113032872A (en) * | 2021-03-12 | 2021-06-25 | 北京六建集团有限责任公司 | BIM technology-based integrated resource management and control method for assembly type building progress plan |
| CN113127965B (en) * | 2021-05-12 | 2022-03-11 | 金中证项目管理有限公司 | Project supervision information management method and system based on BIM technology and cloud computing, intelligent terminal and storage medium |
| CN113127965A (en) * | 2021-05-12 | 2021-07-16 | 武汉源铭盛网络科技有限公司 | Project supervision information management method and system based on BIM technology and cloud computing, intelligent terminal and storage medium |
| CN113374299A (en) * | 2021-05-18 | 2021-09-10 | 青建集团股份公司 | Assembly type building and control method thereof |
| CN113374299B (en) * | 2021-05-18 | 2022-05-13 | 青建集团股份公司 | Assembly type building and control method thereof |
| CN113256131A (en) * | 2021-06-01 | 2021-08-13 | 安徽鑫洋信息工程有限公司 | Intelligent coordination construction system of prefabricated building |
| CN113256131B (en) * | 2021-06-01 | 2024-02-02 | 安徽鑫洋信息工程有限公司 | Intelligent coordination construction system of assembled building |
| CN113450018A (en) * | 2021-07-16 | 2021-09-28 | 中国化学工程第十一建设有限公司 | Project progress processing method, device and equipment and storage medium |
| CN114548685A (en) * | 2022-01-21 | 2022-05-27 | 四川省交通建设集团股份有限公司 | Building construction project progress management method, system, electronic device and storage medium |
| CN116911581A (en) * | 2023-09-14 | 2023-10-20 | 山东德丰重工有限公司 | Intelligent production management system and method for assembled building |
| CN116911581B (en) * | 2023-09-14 | 2023-12-08 | 山东德丰重工有限公司 | Intelligent production management system and method for assembled building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108053141A (en) | A kind of assembled architecture construction data adjustment control system | |
| CN108229808A (en) | A kind of assembled architecture project construction Process Control System | |
| De Soto et al. | Productivity of digital fabrication in construction: Cost and time analysis of a robotically built wall | |
| CN110503325B (en) | Construction progress resource automatic optimization method based on building information model | |
| Richard | Industrialised building systems: reproduction before automation and robotics | |
| WO2017219921A1 (en) | Building co-construction system and method based on member classification and combination | |
| Miyatake et al. | Experiencing computer integrated construction | |
| CN106997511A (en) | Railway beam course management system and railway beam a management method based on BIM technology | |
| Bock | Construction automation and robotics | |
| CN107010542A (en) | A kind of intelligent Lift-on/Lift-off System of assembled architecture and method | |
| KR20240004188A (en) | Structure construction method for multiple buildings with wall structure | |
| CN113032872A (en) | BIM technology-based integrated resource management and control method for assembly type building progress plan | |
| Liang et al. | Research on design optimization of prefabricated residential houses based on BIM technology | |
| He et al. | Scheduling optimization of prefabricated buildings under resource constraints | |
| Riley | Modeling the space behavior of construction activities | |
| CN107958128A (en) | A kind of assembled architecture four-dimension sequential construction analysis system | |
| Song et al. | Research on collaborative scheduling of multiple projects of prefabricated building based on the niche genetic-raccoon family optimization algorithm | |
| CN109241663A (en) | Outer profile model identification variation, system, device and readable storage medium storing program for executing | |
| KR20230169923A (en) | An apparatus and method for analyzing a working area and route of form worker and rebar worker at a housing construction | |
| CN101136259A (en) | Modularize building method for nuclear reactor of nuclear plant | |
| Elliott et al. | Modernisation, mechanisation and industrialisation of concrete structures | |
| CN109034551A (en) | Equilibrium of stock method for construction plan establishment | |
| Leung et al. | Scheduling for high-rise building construction using simulation techniques | |
| Liping | Empirical Study on Economic Analysis of Construction of Green Prefabricated Concrete Structure System | |
| Shen et al. | The development strategy of prefabricated construction component factory from the perspective of supply chain |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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 |
Application publication date: 20180518 |
|
| RJ01 | Rejection of invention patent application after publication |