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CN112668999A - Construction management method for ultra-dangerous large formwork and support system - Google Patents

Construction management method for ultra-dangerous large formwork and support system Download PDF

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CN112668999A
CN112668999A CN202011548953.3A CN202011548953A CN112668999A CN 112668999 A CN112668999 A CN 112668999A CN 202011548953 A CN202011548953 A CN 202011548953A CN 112668999 A CN112668999 A CN 112668999A
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bim
support system
model
super
calculation
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吕玉玲
王焕旺
刘瑞军
赵坤
贾迎冬
于维新
王宁
陈文才
刘相涛
何娟
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China Construction Eighth Engineering Division Co Ltd
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China Construction Eighth Engineering Division Co Ltd
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Abstract

本发明公开了一种超危大模板及支撑体系施工管理方法,依据BIM安全计算软件,先进行二维图纸识别,自动根据现行脚手架及模板搭设规范,进行模板及支撑体系的三维BIM模型的自动生成。BIM模型深化为5D,可随意截取局部界面,反映架体各处及自由端参数,及架体搭设步骤等演示功能,实现与显示无差别模拟布架,同时通过协同规范参数约束条件,实现基于结构模型模板支撑体系的参数自动计算,一次生成完整模板及支撑体系计算书。计算书若显示为超危大工程,施工单位及时组织基于BIM+物联网等信息技术生成的专项方案进行专家论证,后通过该方案进行模板及支撑体系方案可视化交底。解决了传统施工管理安全计算书反复试算,过程繁琐等问题。

Figure 202011548953

The invention discloses a construction management method for a super-hazardous large formwork and a support system. According to the BIM safety calculation software, two-dimensional drawing identification is firstly performed, and the three-dimensional BIM model of the formwork and the support system is automatically carried out according to the current scaffolding and formwork erection specifications. generate. The BIM model is deepened to 5D, and the local interface can be intercepted at will, reflecting the parameters of the frame body and the free end, as well as the demonstration functions such as the erection steps of the frame body. The parameters of the structural model formwork support system are automatically calculated, and a complete formwork and support system calculation book is generated at one time. If the calculation book shows that it is a super-critical project, the construction unit will organize a special plan based on BIM + Internet of Things and other information technologies to conduct expert demonstration in a timely manner, and then use the plan to make a visual disclosure of the template and support system plan. It solves the problems of repeated trial calculation and cumbersome process of traditional construction management safety calculation book.

Figure 202011548953

Description

Construction management method for ultra-dangerous large formwork and support system
Technical Field
The invention relates to the technical field of building construction, in particular to a construction management method for an ultra-dangerous large formwork and a support system based on information technologies such as BIM + Internet of things and the like.
Background
At present, BIM popularization in construction industry is mostly applied to the fields of model display, construction procedure roaming and the like which do not relate to safety calculation, the construction management of the ultra-dangerous large formwork and the support system also stays in a construction unit, firstly, the construction safety calculation software is utilized to calculate the load, firstly, whether the construction is a dangerous large project or not is judged, then calculating the plate, the beam template and the supporting system, continuously adjusting corresponding parameters in the calculation process to determine the optimal scheme, organizing expert argumentation to the scheme of the template and the supporting system and a calculation book in the ultra-dangerous large template and the supporting system, then carrying out technical conclusion before construction, wherein in the old method of using two-dimensional CAD drawing nodes or three-dimensional model diagrams to assist in intersecting bases, the sequential combination of information technologies such as BIM + Internet of things and the super-critical large engineering can not be realized, and the construction management of the super-critical large engineering from 5D BIM to safe calculation can not be realized.
Disclosure of Invention
Aiming at the defects in the prior art, the invention provides an ultra-dangerous large template and support system construction management method based on information technologies such as BIM + Internet of things and the like, and solves the problems that the traditional ultra-dangerous large template and support system construction management safety calculation book is repeatedly trial-calculated, the process is complicated, the intersection bottom is assisted by two-dimensional CAD drawing nodes or three-dimensional model schematic diagrams, the on-site setting condition cannot be accurately reflected, and the on-site setting local part needs to be additionally adjusted on site.
The invention provides an ultra-dangerous large formwork and support system construction management method, which comprises the following steps:
and (3) system selection: according to the project condition, the system selects BIM safety calculation software;
and (3) system setting: inputting basic properties of the material members according to the type and parameter specification of the scaffold to be selected;
setting a building model system: identifying floor height table information to generate building floor height and elevation information;
identifying and generating a structure model: identifying main structural information according to the imported CAD drawing to generate a BIM (building information modeling);
intelligent cloth rack: starting an intelligent rack distribution function, distributing structural members needing to be distributed, generating a three-dimensional BIM rack body model, and prompting dangerous and super-dangerous large parts;
and (3) generating a calculation book: starting a function of generating a calculation book, generating a stress calculation book of the structural member which is arranged on the frame, setting frame body parameters according to BIM safety calculation software through collaborative specification of parameter constraint conditions, realizing automatic calculation of parameters based on a structural model template support system, automatically arranging the frame, and realizing simulated frame arrangement which is not different from the actual frame arrangement;
compiling an ultra-dangerous large-safety special construction scheme, and organizing expert demonstration: exporting a 5D BIM model, a detail node model and a frame body erection roaming, compiling a special construction scheme of a template and a support system, and organizing a special scheme generated based on a BIM + Internet of things information technology for expert demonstration;
and according to the special scheme, the derived 5D BIM model, the detail node model and the frame body erection roaming template and support system scheme, visually intersecting the bottom.
As an embodiment of the method of the present invention, the basic properties of the material member include the frame modulus, the specification, and the related construction requirements required in the specification.
As an embodiment of the method of the present invention, the main structural information includes an axis, a wall, a column, and a floor.
As an embodiment of the method of the present invention, the method further comprises the steps of: and for the condition that the large part is not suggested to be in an ultra-dangerous state, after the intelligent shelf arrangement is completed, a 5D BIM model, a detail node model and a shelf body erection roaming are directly generated, a special construction scheme is compiled and exported.
Due to the adoption of the technical scheme, the invention has the following beneficial effects:
the traditional construction management method of the ultra-dangerous large formwork and the support is changed, the setting scheme is determined by repeated trial calculation and combined with a two-dimensional CAD drawing node or a three-dimensional model schematic diagram to assist in meeting the end, the 5D BIM model is set up according to the specification and drawing requirements, a safety calculation book is generated at the same time, expert argument, meeting the end, component approach construction and the like are carried out according to the combination of BIM and the Internet of things technology, frequent trial calculation adjustment is avoided, design parameters of a formwork system are displayed more accurately, scheme design parameters are displayed favorably, and the method can be directly used for construction guidance.
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In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings based on these drawings without creative efforts.
Fig. 1 is an exemplary flowchart of an embodiment of a construction management method for an ultra-dangerous large formwork and a support system according to the present invention.
Detailed Description
The present invention is further described in detail below with reference to the attached drawings so that those skilled in the art can implement the invention by referring to the description text. It should be noted that the embodiments and features of the embodiments may be combined with each other without conflict.
It should be understood that in the description of the present invention, unless otherwise explicitly specified or limited, such terms as "central," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," "outer," and the like, as used herein, refer to an orientation or positional relationship illustrated in the accompanying drawings, which are merely for convenience in describing and simplifying the description, and do not indicate or imply that the referenced device or element must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the present invention. Furthermore, the terms "mounted," "connected," and "connected" should be construed broadly and may include, for example, fixed connections, removable connections, or integral connections; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
The method is suitable for construction management of the ultra-dangerous large formwork and the support system. The construction management of the traditional ultra-dangerous large formwork and the support system is replaced, the complicated trial calculation process is omitted, the material consumption of the formwork system is accurately calculated, and the fine management of the project is realized. The BIM technology is adopted for background matching, and scheme design contents such as frame body design parameters, a construction method and a node method are displayed through a model, and the scheme contents are displayed more vividly and visually by combining pictures and videos and utilizing forms such as simulation roaming.
Specifically, according to BIM safety calculation software, two-dimensional drawing identification is firstly carried out, and automatic generation of a three-dimensional BIM model of a template and a support system is automatically carried out according to the existing scaffold and template setting specifications. The BIM model is deepened to be 5D, a local interface can be cut randomly, parameters of all parts and free ends of a frame body are reflected, demonstration functions such as frame body building steps and the like are achieved, undifferentiated simulation frame distribution is achieved and displayed, meanwhile, automatic parameter calculation based on a structural model template supporting system is achieved through collaborative specification of parameter constraint conditions, and a complete template and a supporting system calculation book are generated at one time. If the calculation book shows that the engineering is an ultra-dangerous large project, the construction unit organizes a special scheme generated based on information technologies such as BIM + Internet of things and the like in time to perform expert demonstration, and then the scheme is used for performing template and support system scheme visualization cross-bottom.
The specific implementation mode is as follows:
setting a system: according to project conditions, the system selects BIM safety calculation software, preferably selects sample BIM formwork safety calculation software, and inputs basic properties (such as the related construction requirements required in the scaffold modulus, specification and specification) of material members according to the type and parameter specification of the scaffold to be selected;
setting a building model system: identifying floor height table information to generate building floor height and elevation information;
identifying and generating a structure model: identifying main structural information such as axes, walls, columns, floor slabs and the like according to the imported CAD drawing to generate a BIM model;
fourthly, intelligent cloth rack: starting an intelligent rack distribution function, distributing structural members needing to be distributed, generating a three-dimensional BIM rack body model, and prompting dangerous and super-dangerous large parts;
generating a calculation book: starting a function of generating a calculation book, generating a stress calculation book of the distributed structural member, setting frame body parameters according to BIM safety calculation software and by collaboratively standardizing parameter constraint conditions, realizing automatic parameter calculation based on a structural model template support system, automatically distributing the frame and realizing simulated distribution which is not different from the actual frame.
Sixthly, compiling an ultra-dangerous large-safety special construction scheme and organizing expert argumentations: and exporting a 5DBIM model, a detail node model and a frame body erection roaming, compiling a special construction scheme of a template and a support system, and organizing a special scheme generated based on information technologies such as BIM + Internet of things and the like for expert demonstration.
And seventhly, setting up a roaming template and a support system scheme according to the special scheme, the derived 5DBIM model, the detail node model and the support body, and visually intersecting the bottom.
The construction management method of the ultra-dangerous large formwork and the support system based on the information technologies such as the BIM and the Internet of things has the advantages that: the construction management method of the traditional ultra-dangerous large template and support system is changed, the safe calculation is firstly carried out, then two-dimensional CAD drawing nodes or three-dimensional model schematic diagrams are obtained to assist in bottoming, the parameter automatic calculation based on the structural model template support system is realized through the collaborative standard parameter constraint condition, the automatic shelf arrangement is carried out, and a complete template and support system calculation book is generated at one time while the 5DBIM model is completed; frequent trial calculation and adjustment are avoided, and workload is saved; the 5DBIM model generated through the collaborative specification parameter constraint condition and the two-dimensional structure drawing is more practical, and the visual arrangement is more reasonable and safer; the component parameters and material information reflected by the 5DBIM model can be directly applied to guide construction; the method can be directly applied to ultra-dangerous large templates of information technologies such as BIM + Internet of things and supporting system special schemes for expert demonstration.
The method solves the problems that the traditional construction management safety calculation book for the ultra-dangerous large template and the support system is repeatedly trial-calculated, the process is complicated, the two-dimensional CAD drawing nodes or the three-dimensional model schematic diagram are used for assisting the intersection bottom, the field building condition cannot be accurately reflected, and the field building part needs to be additionally adjusted in the field.
Referring to fig. 1, the main operation process of the construction management method of the ultra-dangerous large formwork and support system based on information technologies such as BIM + internet of things is described more clearly, and the method mainly comprises the following steps:
determining a beam-slab diagram of a template and a support system to be erected;
introducing BIM safety calculation software, selecting parameters, and completing the operations of system setting, building model system setting and structure model identification;
thirdly, intelligently arranging the frame, and prompting the dangerous and super-dangerous large parts to finish the fourth step of intelligently arranging the frame; and (3) risk analysis:
for the large part which is prompted to be in the super-danger, high formwork supporting area summary analysis is carried out, a 5D BIM model and a safety calculation book are generated in a one-key mode, a super-danger large project scheme is compiled, and expert argumentation based on information technologies such as BIM + Internet of things and the like is organized;
for other conditions, generating a 5D BIM model and a safety calculation book by one key, and compiling a special construction scheme;
(IV) rapidly outputting material information and plan, vertical and sectional views, frame body erection roaming and the like according to the 5D BIM model to carry out scheme bottom crossing;
and (V) construction is carried out strictly according to a special scheme.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; while the invention has been described in detail and with reference to the foregoing embodiments, it will be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; the modifications or substitutions do not cause the essence of the corresponding technical solutions to depart from the scope of the technical solutions of the embodiments of the present invention, and are all included in the scope of the present invention.
The techniques, shapes, and configurations not described in detail in the present invention are all known techniques.

Claims (4)

1.一种超危大模板及支撑体系施工管理方法,其特征在于,包括步骤:1. a super-hazardous large formwork and a support system construction management method, is characterized in that, comprises the steps: 系统选择:根据项目情况,系统选择BIM安全计算软件;System selection: According to the project situation, the system selects BIM safety calculation software; 系统设定:根据拟选用脚手架类型以及参数规格,输入材料构件基本属性;System setting: input the basic properties of material components according to the type of scaffolding to be selected and parameter specifications; 建筑模型系统设定:识别层高表信息,生成建筑层高、标高信息;Building model system setting: Identify the floor height table information and generate building floor height and elevation information; 识别生成结构模型:根据导入的CAD图纸,识别主要结构信息,生成BIM模型;Identify and generate structural model: According to the imported CAD drawings, identify the main structural information and generate a BIM model; 智能布架:启用智能布架功能,对需要布架的结构构件进行布架,生成三维BIM架体模型,并进行危大、超危大部位提示;Smart Layout: Enable the function of smart framing, arrange the structural components that need to be deployed, generate a 3D BIM frame model, and prompt the dangerous and super-critical parts; 生成计算书:启用生成计算书功能,生成已布架的结构构件受力计算书,依据BIM安全计算软件,通过协同规范参数约束条件,进行架体参数设置,实现基于结构模型模板支撑体系的参数自动计算,进行自动布架,实现与实际无差别的模拟布架;Generate calculation book: Enable the function of generating calculation book to generate the force calculation book of the structural components that have been arranged. According to the BIM safety calculation software, through the collaborative specification parameter constraints, the frame parameters are set, and the parameters of the support system based on the structural model template are realized. Automatic calculation, carry out automatic layout, and realize the simulation cloth that is indistinguishable from the actual; 编制超危大安全专项施工方案,并组织专家论证:导出5D BIM模型、细部节点模型及架体搭设漫游,编制模板及支撑体系专项施工方案,并组织基于BIM+物联网信息技术生成的专项方案进行专家论证会;Prepare a special construction plan for super-risk and safety, and organize expert demonstrations: export 5D BIM model, detailed node model and frame erection roaming, compile a special construction plan for templates and support systems, and organize a special plan based on BIM + Internet of Things information technology to carry out Expert discussion meeting; 依据专项方案及导出的5D BIM模型、细部节点模型及架体搭设漫游进行模板及支撑体系方案可视化交底。According to the special plan and the exported 5D BIM model, detailed node model and frame erection roaming, the template and support system plan are visually disclosed. 2.如权利要求1所述的超危大模板及支撑体系施工管理方法,其特征在于:所述材料构件基本属性包括架体模数、规格、规范中要求的相关构造要求。2 . The super-hazardous large formwork and support system construction management method according to claim 1 , wherein the basic properties of the material components include frame modulus, specifications, and relevant structural requirements required in the specifications. 3 . 3.如权利要求1所述的超危大模板及支撑体系施工管理方法,其特征在于:所述主要结构信息包括轴线、墙、柱、楼板。3. The super-hazardous large formwork and support system construction management method according to claim 1, wherein the main structural information includes axis, wall, column and floor. 4.如权利要求1所述的超危大模板及支撑体系施工管理方法,其特征在于,还包括步骤:对于未提示为非超危大部位的情况,在完成智能布架后,直接生成5D BIM模型、细部节点模型及架体搭设漫游,编制专项施工方案,并导出。4. super-hazardous large formwork and support system construction management method as claimed in claim 1, is characterized in that, also comprises the step: for the situation that is not prompted as non-super-hazardous large part, after completing the intelligent cloth frame, directly generate 5D BIM model, detailed node model and frame erection roaming, preparation of special construction plans, and export.
CN202011548953.3A 2020-12-24 2020-12-24 Construction management method for ultra-dangerous large formwork and support system Pending CN112668999A (en)

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114519229A (en) * 2022-04-20 2022-05-20 中建五局第三建设有限公司 Method and device for identifying dangerous large template supporting member based on Revit
CN114861269A (en) * 2022-04-25 2022-08-05 河南省第二建设集团有限公司 The identification method of the cast-in-place beam-slab construction formwork support (super) dangerous large-scale project
CN115168962A (en) * 2022-07-20 2022-10-11 中国建筑西南设计研究院有限公司 Constructional column ring beam design method and device, computer equipment and storage medium
CN115203806A (en) * 2022-07-20 2022-10-18 中国建筑西南设计研究院有限公司 Method and device for designing tall and large partition wall frame, computer equipment and storage medium
CN115828376A (en) * 2022-11-15 2023-03-21 中建一局集团第二建筑有限公司 Scaffold design method based on BIM
CN116127557A (en) * 2022-11-30 2023-05-16 北京建工集团有限责任公司 BIM-based ultra-limit beam support system arrangement method, storage and calculation equipment
CN119227215A (en) * 2024-12-03 2024-12-31 中国水利水电第九工程局有限公司 A design method for tall formwork support based on BIM technology

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20140121145A (en) * 2013-04-05 2014-10-15 서울대학교산학협력단 BIM based Integrated Management System for Constrcution Data
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
CN106649989A (en) * 2016-11-16 2017-05-10 上海建工七建集团有限公司 Prefabricated reinforcement cage modular decomposition system and method
US20170132568A1 (en) * 2015-11-06 2017-05-11 Benjamin F. GLUNZ Method and system for gps enabled model and site interaction and collaboration for bim and other design platforms
CN108228997A (en) * 2017-12-28 2018-06-29 广州建软科技股份有限公司 A kind of construction management plateform system
CN109583149A (en) * 2019-01-25 2019-04-05 中铁三局集团广东建设工程有限公司 Super large lid rolling stock section in-depth modernization system and its construction method based on BIM management

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20140121145A (en) * 2013-04-05 2014-10-15 서울대학교산학협력단 BIM based Integrated Management System for Constrcution Data
US20170132568A1 (en) * 2015-11-06 2017-05-11 Benjamin F. GLUNZ Method and system for gps enabled model and site interaction and collaboration for bim and other design platforms
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
CN106649989A (en) * 2016-11-16 2017-05-10 上海建工七建集团有限公司 Prefabricated reinforcement cage modular decomposition system and method
CN108228997A (en) * 2017-12-28 2018-06-29 广州建软科技股份有限公司 A kind of construction management plateform system
CN109583149A (en) * 2019-01-25 2019-04-05 中铁三局集团广东建设工程有限公司 Super large lid rolling stock section in-depth modernization system and its construction method based on BIM management

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
张大力,殷许鹏: "《医院工程项目BIM技术应用研究》", 30 June 2019, 吉林大学出版社, pages: 14 *
苏钢: "基于 BIM 的医院门诊楼项目综合应用研究", 《中国优秀硕士学位论文全文数据库 工程科技II辑》, no. 05, pages 038 - 257 *

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114519229A (en) * 2022-04-20 2022-05-20 中建五局第三建设有限公司 Method and device for identifying dangerous large template supporting member based on Revit
CN114519229B (en) * 2022-04-20 2022-08-12 中建五局第三建设有限公司 Revit-based identification method and equipment for dangerous large template supporting member
CN114861269A (en) * 2022-04-25 2022-08-05 河南省第二建设集团有限公司 The identification method of the cast-in-place beam-slab construction formwork support (super) dangerous large-scale project
CN115168962A (en) * 2022-07-20 2022-10-11 中国建筑西南设计研究院有限公司 Constructional column ring beam design method and device, computer equipment and storage medium
CN115203806A (en) * 2022-07-20 2022-10-18 中国建筑西南设计研究院有限公司 Method and device for designing tall and large partition wall frame, computer equipment and storage medium
CN115203806B (en) * 2022-07-20 2023-09-05 中国建筑西南设计研究院有限公司 Design method and device for high-large partition wall frame, computer equipment and storage medium
CN115828376A (en) * 2022-11-15 2023-03-21 中建一局集团第二建筑有限公司 Scaffold design method based on BIM
CN116127557A (en) * 2022-11-30 2023-05-16 北京建工集团有限责任公司 BIM-based ultra-limit beam support system arrangement method, storage and calculation equipment
CN119227215A (en) * 2024-12-03 2024-12-31 中国水利水电第九工程局有限公司 A design method for tall formwork support based on BIM technology

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