CN106875159A - The city integrated piping lane construction total management system of cast-in-place structural - Google Patents
The city integrated piping lane construction total management system of cast-in-place structural Download PDFInfo
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- CN106875159A CN106875159A CN201710085131.8A CN201710085131A CN106875159A CN 106875159 A CN106875159 A CN 106875159A CN 201710085131 A CN201710085131 A CN 201710085131A CN 106875159 A CN106875159 A CN 106875159A
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- 238000007726 management method Methods 0.000 claims abstract description 33
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Abstract
The invention discloses the city integrated piping lane construction total management system of cast-in-place structural, decomposed including comprehensive pipe gallery structure, Planning of construction periods typing, required resource quantity analysis, typing, issue construction plan, daily condition of construction tracking, typing, duration early warning, resource adjustment, node time limit modification and closed loop, summary, it is characterised in that carry out according to the following steps：1), comprehensive pipe gallery structure is decomposed；2), Planning of construction periods typing；3), required resource quantity analysis, typing；4) construction plan, is issued；5), daily condition of construction tracking, typing；6), duration early warning；7), resource adjustment, node time limit modification；8), closed loop, summary.It is an advantage of the invention that effectively improving live progress, quality, safety management efficiency, construction cost is reduced.
Description
Technical field
Applied the present invention relates to Urban Underground pipe gallery technical field of construction, more particularly to the city integrated piping lane of cast-in-place structural
Work total management system, it is adaptable to the work progress management of the cast-in-place pipe gallery in city and similar long range underground engineering.
Background technology
Urban Underground pipe gallery project has been studied mainly for piping lane at present in the existing certain hour of China's development
Planning, design, operation, delivery phase, for the work progress of city integrated piping lane, at present still in the incipient stage.Existing
During some pipe galleries are built, administrative staff are mainly original and are engaged in municipal administration, the administrative staff of architectural engineering, for pipe gallery
Construction, still continue to use municipal administration, the management method of architectural engineering, be not particularly suited for the construction of underground pipe gallery, particularly the duration compared with
Tightly, in the case that operating personnel, construction machinery, material input amount are huge, conventional progress, quality, safety, store keeping method without
Method meets the demand of field management.In this case it is desirable to propose a kind of new management process, a set of new management body is set up
System, to adapt to the construction of Urban Underground pipe gallery, reduces management cost, improves management quality.
The content of the invention
The problem that the purpose of the present invention exists aiming at prior art, there is provided the city integrated piping lane construction of cast-in-place structural is comprehensive
Management system is closed, by clear and definite procedure, the management method of standardization, progress, matter in pipe gallery work progress is overcome
The extensive shortcoming of amount, management of safe operation, efficiently succinct completion piping lane work progress management work.
The object of the present invention is achieved like this：The city integrated piping lane construction total management system of cast-in-place structural, including it is comprehensive
Close Pipe rack to decompose, Planning of construction periods typing, the analysis of required resource quantity, typing, issue construction plan, daily condition of construction with
Track, typing, duration early warning, resource adjustment, node time limit modification and closed loop, summary, it is characterised in that carry out according to the following steps：
1), comprehensive pipe gallery structure is decomposed
Three-level division is carried out to pipe gallery main structure construction, piping lane engineering unit Engineering Division is carried out first；Second
The structure that step carries out construction unit is divided, and by piping lane plan coordinate, standard paragraphs is divided with node section；3rd step,
Refined by every section of working procedure；
2), Planning of construction periods typing
After project structure breakdown, the duration node of each operation is formulated, specified time started and end time, set not complete
Into the time of giving warning in advance；
3), required resource quantity analysis, typing
After formulating the duration node of each operation, the resource quantity needed for calculating each operation, including each work post operation people
Member, required construction equipment, and typing are retrodicted the materials arrival time, typing materials arrival period planning；
4) construction plan, is issued
According to the project structure for decomposing and node requirements, the resource requirement of formulation, work plan is issued, mainly including progress
Management, quality management, safety management, the functional department of management, while including each cooperation troop；
5), daily condition of construction tracking, typing
After construction starts, contrast construction plan is tracked daily by administrative staff, and by real resource, deadline typing system
System；
6), duration early warning
There is error in practice of construction resource, the delay of duration progress with plan resource error, per diem issue early warning information；
7), resource adjustment, node time limit modification
For required resource and the larger error of live physical presence, the required resource situation of adjustment in time, in resource adjustment
In the case of invalid, the operation duration is adjusted；
8), closed loop, summary
After the completion of each section construction, required resource summary is carried out in time, the follow-up segmentation duration is adjusted in time.
Compared with prior art, it is an advantage of the invention that：Live progress, quality, safety management efficiency are effectively improved, is reduced
Construction cost.
Brief description of the drawings
Fig. 1：The city integrated piping lane construction total management system flow chart of cast-in-place structural
Flow is made according to Task-decomposing, schedule requirement, operating procedure in figure.
Specific embodiment
To further describe the present invention, with reference to embodiment and accompanying drawing, the invention will be further described.
As described in Figure, the city integrated piping lane construction total management system of cast-in-place structural, including comprehensive pipe gallery structure is decomposed, work
Phase plans typing, and construction plan is issued in required resource quantity analysis, typing, and daily condition of construction is tracked, typing, duration early warning,
Resource adjustment, node time limit modification and closed loop, summary, it is characterised in that carry out according to the following steps：
1), comprehensive pipe gallery structure is decomposed
Three-level division is carried out to pipe gallery main structure construction, piping lane engineering unit Engineering Division is carried out first；Second
The structure that step carries out construction unit is divided, and by piping lane plan coordinate, standard paragraphs is divided with node section；3rd step,
Refined by every section of working procedure；
2), Planning of construction periods typing
After project structure breakdown, the duration node of each operation is formulated, specified time started and end time, set not complete
Into the time of giving warning in advance；
3), required resource quantity analysis, typing
After formulating the duration node of each operation, the resource quantity needed for calculating each operation, including each work post operation people
Member, required construction equipment, and typing are retrodicted the materials arrival time, typing materials arrival period planning；
4) construction plan, is issued
According to the project structure for decomposing and node requirements, the resource requirement of formulation, work plan is issued, mainly including progress
Management, quality management, safety management, the functional department of management, while including each cooperation troop；
5), daily condition of construction tracking, typing
After construction starts, contrast construction plan is tracked daily by administrative staff, and by real resource, deadline typing system
System；
6), duration early warning
There is error in practice of construction resource, the delay of duration progress with plan resource error, per diem issue early warning information；
7), resource adjustment, node time limit modification
For required resource and the larger error of live physical presence, the required resource situation of adjustment in time, in resource adjustment
In the case of invalid, the operation duration is adjusted；
8), closed loop, summary
After the completion of each section construction, required resource summary is carried out in time, the follow-up segmentation duration is adjusted in time.
Lanzhou new district underground pipe gallery project, using management process of the invention, is assisted using computer software, is realized
Less administrative staff manage large-scale piping lane engineering.Using the present invention, live progress, quality, safety management effect can be effectively improved
Rate, advantageously reduces construction cost, with good economic benefit and social benefit.
Claims (1)
1. the city integrated piping lane construction total management system of cast-in-place structural, including comprehensive pipe gallery structure is decomposed, Planning of construction periods typing,
Required resource quantity analysis, typing, issue construction plan, daily condition of construction tracking, typing, duration early warning, resource adjustment, section
Point time limit modification and closed loop, summary, it is characterised in that carry out according to the following steps：
1), comprehensive pipe gallery structure is decomposed
Three-level division is carried out to pipe gallery main structure construction, piping lane engineering unit Engineering Division is carried out first；Second stepping
The structure of row construction unit is divided, and by piping lane plan coordinate, standard paragraphs is divided with node section；3rd step, by every
The working procedure of section is refined；
2), Planning of construction periods typing
After project structure breakdown, the duration node of each operation is formulated, specified time started and end time, unfinished carrying is set
Preceding pre-warning time；
3), required resource quantity analysis, typing
After formulating the duration node of each operation, the resource quantity needed for calculating each operation, including each work post operating personnel, institute
Construction equipment, and typing is needed to retrodict the materials arrival time, typing materials arrival period planning；
4) construction plan, is issued
According to the project structure for decomposing and node requirements, the resource requirement of formulation, work plan is issued, mainly include progress pipe
Reason, quality management, safety management, the functional department of management, while including each cooperation troop；
5), daily condition of construction tracking, typing
After construction starts, contrast construction plan is tracked daily by administrative staff, and by real resource, deadline input system；
6), duration early warning
There is error in practice of construction resource, the delay of duration progress with plan resource error, per diem issue early warning information；
7), resource adjustment, node time limit modification
For required resource and the larger error of live physical presence, resource situation needed for adjustment, adjusts invalid in resource in time
In the case of, adjust the operation duration；
8), closed loop, summary
After the completion of each section construction, required resource summary is carried out in time, the follow-up segmentation duration is adjusted in time.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201710085131.8A CN106875159A (en) | 2017-02-17 | 2017-02-17 | The city integrated piping lane construction total management system of cast-in-place structural |
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| CN201710085131.8A CN106875159A (en) | 2017-02-17 | 2017-02-17 | The city integrated piping lane construction total management system of cast-in-place structural |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755757A (en) * | 2018-06-29 | 2018-11-06 | 上海二十冶建设有限公司 | Quick mixed construction method based on prefabrication and assembly construction superposed type underground pipe gallery |
| CN109299924A (en) * | 2018-10-19 | 2019-02-01 | 杭州数建科技有限公司 | Fining and intelligent project management method based on multistage control |
| CN109636675A (en) * | 2018-12-12 | 2019-04-16 | 上海荷福人工智能科技（集团）有限公司 | A kind of management method and system of the construction site based on artificial intelligence |
| CN109741090A (en) * | 2018-12-18 | 2019-05-10 | 刘雨昆 | It is a kind of based on multifactor distribution engineering material needing forecasting method |
| CN110443480A (en) * | 2019-07-26 | 2019-11-12 | 中铁四局集团第一工程有限公司 | A kind of construction speed monitoring and early warning method and system |
| CN110766292A (en) * | 2019-09-29 | 2020-02-07 | 广船国际有限公司 | Ship block resource scheduling method, device, equipment and storage medium |
| CN110930044A (en) * | 2019-11-29 | 2020-03-27 | 伍知行 | Construction organization resource rapid configuration method and system |
| CN111027803A (en) * | 2019-11-01 | 2020-04-17 | 国艺天成建设工程技术有限公司 | Construction management method and construction management system |
| CN112541742A (en) * | 2020-12-21 | 2021-03-23 | 宁良武 | Building construction progress management method |
| CN113935853A (en) * | 2021-10-29 | 2022-01-14 | 广东三扬网络科技有限公司 | Production progress tracking management method, module, system and storage medium |
| CN116128273A (en) * | 2023-04-17 | 2023-05-16 | 清云小筑(北京)创新技术有限公司 | Automatic scheduling method and device for working procedure considering variable construction period and dynamic resource constraint |
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755757A (en) * | 2018-06-29 | 2018-11-06 | 上海二十冶建设有限公司 | Quick mixed construction method based on prefabrication and assembly construction superposed type underground pipe gallery |
| CN109299924A (en) * | 2018-10-19 | 2019-02-01 | 杭州数建科技有限公司 | Fining and intelligent project management method based on multistage control |
| CN109636675A (en) * | 2018-12-12 | 2019-04-16 | 上海荷福人工智能科技（集团）有限公司 | A kind of management method and system of the construction site based on artificial intelligence |
| CN109741090A (en) * | 2018-12-18 | 2019-05-10 | 刘雨昆 | It is a kind of based on multifactor distribution engineering material needing forecasting method |
| CN110443480A (en) * | 2019-07-26 | 2019-11-12 | 中铁四局集团第一工程有限公司 | A kind of construction speed monitoring and early warning method and system |
| CN110443480B (en) * | 2019-07-26 | 2023-10-27 | 中铁四局集团第一工程有限公司 | Construction progress monitoring and early warning method and system |
| CN110766292A (en) * | 2019-09-29 | 2020-02-07 | 广船国际有限公司 | Ship block resource scheduling method, device, equipment and storage medium |
| CN111027803A (en) * | 2019-11-01 | 2020-04-17 | 国艺天成建设工程技术有限公司 | Construction management method and construction management system |
| CN110930044A (en) * | 2019-11-29 | 2020-03-27 | 伍知行 | Construction organization resource rapid configuration method and system |
| CN112541742A (en) * | 2020-12-21 | 2021-03-23 | 宁良武 | Building construction progress management method |
| CN113935853A (en) * | 2021-10-29 | 2022-01-14 | 广东三扬网络科技有限公司 | Production progress tracking management method, module, system and storage medium |
| CN116128273A (en) * | 2023-04-17 | 2023-05-16 | 清云小筑(北京)创新技术有限公司 | Automatic scheduling method and device for working procedure considering variable construction period and dynamic resource constraint |
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Application publication date: 20170620 |
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