CN110096800A - PC rectangular beam and Cast-in-situ Beam realize the method that materials are estimated by BIM - Google Patents

PC rectangular beam and Cast-in-situ Beam realize the method that materials are estimated by BIM Download PDF

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Publication number
CN110096800A
CN110096800A CN201910358668.6A CN201910358668A CN110096800A CN 110096800 A CN110096800 A CN 110096800A CN 201910358668 A CN201910358668 A CN 201910358668A CN 110096800 A CN110096800 A CN 110096800A
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China
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cast
pel
bim
modeling
rectangle
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CN201910358668.6A
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Inventor
安吉福
谭旭林
孙万万
张�雄
王银武
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China MCC20 Group Corp Ltd
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China MCC20 Group Corp Ltd
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Priority to CN201910358668.6A priority Critical patent/CN110096800A/en
Publication of CN110096800A publication Critical patent/CN110096800A/en
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    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/10Geometric CAD
    • G06F30/13Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads

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  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Geometry (AREA)
  • General Physics & Mathematics (AREA)
  • Computer Hardware Design (AREA)
  • Theoretical Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Computational Mathematics (AREA)
  • Architecture (AREA)
  • Mathematical Analysis (AREA)
  • Mathematical Optimization (AREA)
  • Pure & Applied Mathematics (AREA)
  • Evolutionary Computation (AREA)
  • General Engineering & Computer Science (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

The present invention is specifically the method that PC rectangular beam and Cast-in-situ Beam realize materials appraisal by BIM compositional modeling;Muscle is indulged it is characterized in that: being included in BIM software to edit rectangular section and edit lower part in " attribute " function to adjust node calculating and setting;Modeling, which is drawn, edits stirrup, calculates locking pel, adjustment PC rectangle beam section height in pel marks in situ;Draw cast-in-place segment rectangle pel;The vertical muscle in PC beam lower part, waist muscle, lacing wire and stirrup and steel bar template concrete works amount, cast-in-place part upper longitudinal bar and template concrete works amount is calculated by summarizing in composite beam each section compositional modeling.This method models reinforcing bar, civil engineering, template and secondary structure by BIM while being completed at the same time in a model, and foundation BIM model and reinforcing bar three-dimensional are to construction budget clearing, test PC member reinforcing steel bar content, extraction project amount, clearly differentiation PC component and cast-in-place part project amount, specification modeling and guiding construction offer data support.

Description

PC rectangular beam and Cast-in-situ Beam realize the method that materials are estimated by BIM
Technical field
The present invention relates to the cost estimation field of construction, specifically a kind of PC rectangular beam and Cast-in-situ Beam pass through BIM reality The method that current material is estimated.
Background technique
With the development of scientific level, the moulding of building becomes increasingly complex, the scale of groups of building is increasing, and corresponding Ground, building cost are also to increase in geometry grade, especially complicated architectural image and huge scale, for tying in construction The accounting of the dosage of component and site concrete becomes increasingly complex, if coping with current extremely complicated work by the way of calculating by hand Journey scale is easy to appear the case where dosage calculates error, in this way, for owner, total Bao Fang and subcontractor, all extremely not Just.In other words, current traditional manual accounting mode can not keep up with the growth requirement of modern building industry.
Summary of the invention
Method of the invention is to overcome drawbacks described above, provide it is a kind of by BIM technology to PC rectangular beam and Cast-in-situ Beam into The method that row materials are estimated.
In order to achieve the above object, the present invention is implemented as follows:
A kind of method that PC rectangular beam realizes materials appraisal by BIM with Cast-in-situ Beam, including
Step 1, the part rectangle composite beam PC and cast-in-place part modeling:
Step 1.1, basis set drawing and model the part rectangle composite beam PC by BIM software with cast-in-place part,
Step 1.2 edits rectangular section in BIM software and edits lower part in " attribute " function and indulges muscle to adjust node calculating Setting;
Step 1.3, modeling draw and edit stirrup in pel marks in situ, calculating locks pel, adjustment PC rectangle beam section is high Degree;
Step 1.4 repeats step 1.2 ~ step 1.3 until reinforcing bar and pel reach consistent with design drawing and meet design specification It is required that;
Step 2 draws cast-in-place segment rectangle pel and that upper longitudinal bar, reinforcing bar pel are edited in " attribute " function is complete with drawing Reach consistent;
Step 3, composite beam each section compositional modeling are calculated by summarizing, show that muscle, waist muscle, lacing wire and stirrup are indulged in PC beam lower part And steel bar template concrete works amount, cast-in-place part upper longitudinal bar and template concrete works amount.
This method models reinforcing bar, civil engineering, template and secondary structure by BIM and is completed at the same time in a model simultaneously, steel Muscle can reach design specification and in-depth node requirements in BIM model, give construction budget knot according to BIM model and reinforcing bar three-dimensional Calculation, test PC member reinforcing steel bar content, extraction project amount, clearly differentiation PC component model and refer to cast-in-place part project amount, specification It leads construction and data support is provided.
Specific embodiment
The present invention is further illustrated below by way of specific embodiment.
A kind of method that PC rectangular beam realizes materials appraisal by BIM compositional modeling with Cast-in-situ Beam, including
Step 1, the part rectangle composite beam PC and cast-in-place part modeling:
Step 1.1, basis set drawing and model the part rectangle composite beam PC by BIM software with cast-in-place part,
Step 1.2 edits rectangular section in BIM software and edits lower part in " attribute " function and indulges muscle to adjust node calculating Setting;
Step 1.3, modeling draw and edit stirrup in pel marks in situ, calculating locks pel, adjustment PC rectangle beam section is high Degree;
Step 1.4 repeats step 1.2 ~ step 1.3 until reinforcing bar and pel reach consistent with design drawing and meet design specification It is required that;
Step 2 draws cast-in-place segment rectangle pel and that upper longitudinal bar, reinforcing bar pel are edited in " attribute " function is complete with drawing Reach consistent;
Step 3, composite beam each section compositional modeling are calculated by summarizing, show that muscle, waist muscle, lacing wire and stirrup are indulged in PC beam lower part And steel bar template concrete works amount, cast-in-place part upper longitudinal bar and template concrete works amount.
Since assembled architecture PC component is finished product member, modeling software is not directly against the modeling side of prefabricated member Method can only be established for cast-in-place and assembled component building and calculate cast-in-place part, cannot embody the integrality of architecture information.And By this method, the existing operating method flexible combination of software is used, in conjunction with assembled architecture drawing, carries out PC component part Modeling, obtains corresponding engineering information, and the cost and construction to PC component part have practical significance.

Claims (1)

1. a kind of PC rectangular beam and Cast-in-situ Beam realize the method that materials are estimated by BIM, it is characterized in that: including
Step 1, the part rectangle composite beam PC and cast-in-place part modeling:
Step 1.1, basis set drawing and model the part rectangle composite beam PC by BIM software with cast-in-place part,
Step 1.2 edits rectangular section in BIM software and edits lower part in " attribute " function and indulges muscle to adjust node calculating Setting;
Step 1.3, modeling draw and edit stirrup in pel marks in situ, calculating locks pel, adjustment PC rectangle beam section is high Degree;
Step 1.4 repeats step 1.2 ~ step 1.3 until reinforcing bar and pel reach consistent with design drawing and meet design specification It is required that;
Step 2 draws cast-in-place segment rectangle pel and that upper longitudinal bar, reinforcing bar pel are edited in " attribute " function is complete with drawing Reach consistent;
Step 3, composite beam each section compositional modeling are calculated by summarizing, show that muscle, waist muscle, lacing wire and stirrup are indulged in PC beam lower part And steel bar template concrete works amount, cast-in-place part upper longitudinal bar and template concrete works amount.
CN201910358668.6A 2019-04-30 2019-04-30 PC rectangular beam and Cast-in-situ Beam realize the method that materials are estimated by BIM Pending CN110096800A (en)

Priority Applications (1)

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CN201910358668.6A CN110096800A (en) 2019-04-30 2019-04-30 PC rectangular beam and Cast-in-situ Beam realize the method that materials are estimated by BIM

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CN201910358668.6A CN110096800A (en) 2019-04-30 2019-04-30 PC rectangular beam and Cast-in-situ Beam realize the method that materials are estimated by BIM

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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111552998A (en) * 2020-03-20 2020-08-18 广联达科技股份有限公司 Method, system and medium for modeling and calculating steel bars of assembled precast beam
CN112035913A (en) * 2020-07-16 2020-12-04 中国二十冶集团有限公司 Pressure-bearing equipment foundation computer modeling method
CN112035911A (en) * 2020-07-16 2020-12-04 中国二十冶集团有限公司 Wall reserved joint bar modeling method
CN112035912A (en) * 2020-07-16 2020-12-04 中国二十冶集团有限公司 Wallboard internal angle haunching modeling method
CN112052493A (en) * 2020-07-20 2020-12-08 中国二十冶集团有限公司 Refined modeling method for foundation pier side wall distribution ribs
CN112115532A (en) * 2020-08-31 2020-12-22 中国二十冶集团有限公司 Engineering quantity calculation method of cyclone pool based on computerization combined modeling
CN112257150A (en) * 2020-10-19 2021-01-22 中国二十冶集团有限公司 Refined calculation amount method of raft foundation slab band reinforcing ribs based on BIM modeling
CN112580123A (en) * 2020-12-25 2021-03-30 广联达科技股份有限公司 Editing method and device of beam graphics primitives, electronic equipment and readable storage medium
CN113378256A (en) * 2020-12-30 2021-09-10 中国二十冶集团有限公司 Comprehensive pipe gallery raft plate and wall inner corner haunch BIM modeling and steel bar fine adjustment
CN113468636A (en) * 2021-06-09 2021-10-01 中国二十冶集团有限公司 BIM-based basement double-door threshold steel bar refined electric calculation method and system

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04166540A (en) * 1990-10-29 1992-06-12 Ohbayashi Corp Beam form pc plate and manufacture thereof
CN107341290A (en) * 2017-06-07 2017-11-10 中国建筑第八工程局有限公司 Beam slab based on BIM is prefabricated with cast-in-place structural quantities extraction system and method
CN108664697A (en) * 2018-04-03 2018-10-16 山东住工装配建筑有限公司 A kind of prefabricated member parameterization design method based on BIM
CN109190206A (en) * 2018-08-16 2019-01-11 中铁二局集团勘测设计院有限责任公司 It is a kind of for refine calculate steel structure bridge project amount modeling method
CN109543209A (en) * 2018-09-19 2019-03-29 中建科技有限公司深圳分公司 A kind of management method and device of component database
CN109558606A (en) * 2017-09-25 2019-04-02 宁夏神州好易信息发展股份有限公司 BIM Tender System

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04166540A (en) * 1990-10-29 1992-06-12 Ohbayashi Corp Beam form pc plate and manufacture thereof
CN107341290A (en) * 2017-06-07 2017-11-10 中国建筑第八工程局有限公司 Beam slab based on BIM is prefabricated with cast-in-place structural quantities extraction system and method
CN109558606A (en) * 2017-09-25 2019-04-02 宁夏神州好易信息发展股份有限公司 BIM Tender System
CN108664697A (en) * 2018-04-03 2018-10-16 山东住工装配建筑有限公司 A kind of prefabricated member parameterization design method based on BIM
CN109190206A (en) * 2018-08-16 2019-01-11 中铁二局集团勘测设计院有限责任公司 It is a kind of for refine calculate steel structure bridge project amount modeling method
CN109543209A (en) * 2018-09-19 2019-03-29 中建科技有限公司深圳分公司 A kind of management method and device of component database

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111552998A (en) * 2020-03-20 2020-08-18 广联达科技股份有限公司 Method, system and medium for modeling and calculating steel bars of assembled precast beam
CN112035913B (en) * 2020-07-16 2023-04-07 中国二十冶集团有限公司 Pressure-bearing equipment foundation computer modeling method
CN112035913A (en) * 2020-07-16 2020-12-04 中国二十冶集团有限公司 Pressure-bearing equipment foundation computer modeling method
CN112035911A (en) * 2020-07-16 2020-12-04 中国二十冶集团有限公司 Wall reserved joint bar modeling method
CN112035912A (en) * 2020-07-16 2020-12-04 中国二十冶集团有限公司 Wallboard internal angle haunching modeling method
CN112035912B (en) * 2020-07-16 2023-09-22 中国二十冶集团有限公司 Wallboard interior angle haunching modeling method
CN112035911B (en) * 2020-07-16 2023-04-25 中国二十冶集团有限公司 Wall reserved dowel bar modeling method
CN112052493A (en) * 2020-07-20 2020-12-08 中国二十冶集团有限公司 Refined modeling method for foundation pier side wall distribution ribs
CN112115532B (en) * 2020-08-31 2023-03-24 中国二十冶集团有限公司 Engineering quantity calculation method of cyclone pool based on computerization combined modeling
CN112115532A (en) * 2020-08-31 2020-12-22 中国二十冶集团有限公司 Engineering quantity calculation method of cyclone pool based on computerization combined modeling
CN112257150A (en) * 2020-10-19 2021-01-22 中国二十冶集团有限公司 Refined calculation amount method of raft foundation slab band reinforcing ribs based on BIM modeling
CN112257150B (en) * 2020-10-19 2024-01-19 中国二十冶集团有限公司 BIM modeling-based raft foundation slab band reinforcing rib refined calculation method
CN112580123A (en) * 2020-12-25 2021-03-30 广联达科技股份有限公司 Editing method and device of beam graphics primitives, electronic equipment and readable storage medium
CN112580123B (en) * 2020-12-25 2024-03-08 广联达科技股份有限公司 Liang Tuyuan editing method, liang Tuyuan editing device, electronic equipment and readable storage medium
CN113378256A (en) * 2020-12-30 2021-09-10 中国二十冶集团有限公司 Comprehensive pipe gallery raft plate and wall inner corner haunch BIM modeling and steel bar fine adjustment
CN113468636A (en) * 2021-06-09 2021-10-01 中国二十冶集团有限公司 BIM-based basement double-door threshold steel bar refined electric calculation method and system
CN113468636B (en) * 2021-06-09 2022-04-22 中国二十冶集团有限公司 BIM-based basement double-door threshold steel bar refined electric calculation method and system

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