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 PDFInfo
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- 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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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
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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
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.
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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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CN201910358668.6A Pending 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)
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 |
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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 |
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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 |
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Cited By (17)
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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