CN112257150A - Refined calculation amount method of raft foundation slab band reinforcing ribs based on BIM modeling - Google Patents
Refined calculation amount method of raft foundation slab band reinforcing ribs based on BIM modeling Download PDFInfo
- Publication number
- CN112257150A CN112257150A CN202011117370.5A CN202011117370A CN112257150A CN 112257150 A CN112257150 A CN 112257150A CN 202011117370 A CN202011117370 A CN 202011117370A CN 112257150 A CN112257150 A CN 112257150A
- Authority
- CN
- China
- Prior art keywords
- reinforcing ribs
- raft foundation
- foundation
- raft
- slab band
- 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.)
- Granted
Links
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 92
- 238000000034 method Methods 0.000 title claims abstract description 45
- 238000004364 calculation method Methods 0.000 title claims abstract description 40
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 31
- 239000010959 steel Substances 0.000 claims abstract description 31
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 16
- 238000007670 refining Methods 0.000 claims description 13
- 238000013461 design Methods 0.000 claims description 11
- 238000005728 strengthening Methods 0.000 claims description 5
- 238000004873 anchoring Methods 0.000 claims description 4
- 230000006870 function Effects 0.000 abstract description 28
- 238000005516 engineering process Methods 0.000 abstract description 4
- 230000008569 process Effects 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 11
- 238000004590 computer program Methods 0.000 description 7
- 238000010276 construction Methods 0.000 description 6
- 238000011161 development Methods 0.000 description 5
- 238000005452 bending Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 4
- 238000007796 conventional method Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000012545 processing Methods 0.000 description 4
- 238000005457 optimization Methods 0.000 description 3
- 238000003860 storage Methods 0.000 description 3
- 108010068370 Glutens Proteins 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 235000021312 gluten Nutrition 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003287 optical effect Effects 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
Images
Classifications
-
- 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
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/12—Geometric CAD characterised by design entry means specially adapted for CAD, e.g. graphical user interfaces [GUI] specially adapted for CAD
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/20—Design optimisation, verification or simulation
Landscapes
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Geometry (AREA)
- Theoretical Computer Science (AREA)
- General Physics & Mathematics (AREA)
- Computer Hardware Design (AREA)
- Evolutionary Computation (AREA)
- General Engineering & Computer Science (AREA)
- Computational Mathematics (AREA)
- Mathematical Analysis (AREA)
- Mathematical Optimization (AREA)
- Pure & Applied Mathematics (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Human Computer Interaction (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention provides a method for fine calculation of reinforcing ribs of a raft foundation slab band based on BIM modeling, wherein a raft foundation component and a shear wall component are established when the BIM modeling is carried out on the raft foundation slab with the reinforcing ribs; defining the plate belt reinforcing ribs and setting nodes; lengthening the raft foundation to exceed the shear wall foundation to form the raft foundation with an overhanging structure; and arranging the plate strip reinforcing ribs, calculating according to the related node settings, locking the plate strip reinforcing ribs, arranging the stressed steel bars of the raft foundation, summarizing and calculating to form a complete three-dimensional model of the stressed steel bars and the plate strip reinforcing ribs of the raft foundation, and acquiring accurate steel bar engineering quantity. Aiming at the problem that the conventional BIM (building information modeling) computer software cannot process the complex node building components through conventional functions, the method ensures that sporadic unconventional and complex building components are drawn through the BIM computer technology by flexibly combining and applying the modeling method, and ensures the integrity and the accuracy of the engineering quantity of the reinforcing steel bars.
Description
Technical Field
The invention relates to the technical field of underground comprehensive pipe galleries, in particular to a method for finely calculating the amount of reinforcing ribs of a raft foundation plate strip based on BIM modeling.
Background
At present, with the development and prosperity of national economic construction, infrastructure engineering is greatly promoted, and particularly, the capital requirement of a comprehensive pipe gallery is huge, so that the control of the engineering cost is particularly important, and the engineering measurement work is taken as a core foundation link of the engineering cost, and high attention of people is required. The BIM electric computing technology changes the manual calculation mode of engineering cost personnel, liberates partial human resources, improves the efficiency of engineering cost, has great positive effect on engineering construction, and better saves cost and controls investment. Various BIM modeling calculation amount software in the current market is in a hundred flowers buzz state, but is mainly developed and optimized aiming at building construction engineering. In addition, due to the technical development problem of the current underground comprehensive pipe gallery professional BIM modeling computation software or the reasons that a software engineer is not familiar with the depth of relevant professional engineering specifications and rules and the like, the development of the functions of the professional engineering BIM modeling computation software is not thorough enough, and the actual use requirements of engineering participants cannot be met.
Disclosure of Invention
In view of the above, the invention provides a method for refining calculated amount of raft foundation slab band reinforcing ribs based on BIM modeling, and aims to solve the problem that the calculated amount of complex nodes of a non-building engineering part is difficult in BIM modeling.
In one aspect, the invention provides a method for refining calculated amount of reinforcing ribs of raft foundation slab band based on BIM modeling, which comprises the following steps when the BIM modeling is carried out on the raft foundation slab with the reinforcing ribs:
establishing a raft foundation member and a shear wall member according to the design requirements of a drawing;
defining the plate belt reinforcing ribs and setting nodes;
and after the plate strip reinforcing rib arrangement calculation is completed and locked, arranging the stressed steel bars of the raft foundation member, and after the summary calculation, forming a complete raft foundation stressed steel bar and plate strip reinforcing rib steel bar three-dimensional model and acquiring accurate steel bar engineering quantity.
Furthermore, when the raft foundation member and the shear wall member are built, the thickness and the elevation of the shear wall foundation are the same as those of the raft foundation.
Further, when the raft foundation member and the shear wall member are built, the edge of the foundation of the shear wall member is flush with the edge of the raft foundation.
Further, when the raft foundation member and the shear wall member are built, the raft foundation member is divided.
Furthermore, when the raft-shaped foundation component is divided, the range division is carried out according to the length of the plate strip reinforcing ribs in the raft-shaped foundation, the edge part of the raft-shaped foundation is separated from the whole raft-shaped foundation, and the arrangement range of the plate strip reinforcing ribs is formed.
Furthermore, when defining and drawing the plate belt reinforcing ribs, editing the attributes of the plate belt reinforcing ribs.
Further, after the attributes of the plate with the reinforcing ribs are edited, the node requirements of the plate with the reinforcing ribs are set.
Furthermore, when the nodes with the reinforcing ribs are arranged, the length of the bottom ribs, which extend into the wall member, of the lower side of the end part without extending outwards of the raft foundation is modified, and the anchoring length of the reinforcing steel bars is modified.
Further, after the definition of the plate belt reinforcing ribs is finished, the plate belt reinforcing ribs are arranged and subjected to summary calculation, and after engineering data are obtained, the plate belt reinforcing ribs are locked by using a locking function, so that follow-up operation is prevented, and the length of the plate belt reinforcing ribs is changed.
Furthermore, the raft foundation is lengthened according to the design requirements of a drawing to exceed the shear wall foundation by 500 mm.
Compared with the prior art, the method has the beneficial effects that the difficult problem that the additional steel bar modeling calculation quantity such as the plate strip reinforcing ribs and the like cannot be carried out by using a conventional method and functions when the BIM computer software on the current market is modeled is solved by flexibly using the BIM modeling and steel bar refining adjusting method. The method for innovating BIM modeling calculation amount edits and adjusts the bending anchor length of the reinforcing steel bar according to the node marking of the drawing, so that BIM modeling is fit with the actual field production, and the problem that the conventional BIM computer software cannot directly draw and calculate additional reinforcing steel bars such as reinforcing ribs and the like through the conventional functions and methods is solved. The complex engineering calculation work is changed into simple and orderly, the work efficiency is greatly improved, the work intensity of budget personnel is reduced, accurate engineering data are provided for all parties participating in construction engineering, the cost and the control investment are effectively saved, and the huge market demand is met.
Drawings
Various other advantages and benefits will become apparent to those of ordinary skill in the art upon reading the following detailed description of the preferred embodiments. The drawings are only for purposes of illustrating the preferred embodiments and are not to be construed as limiting the invention. Also, like reference numerals are used to refer to like parts throughout the drawings. In the drawings:
fig. 1 is a flowchart of a method for refining calculation of raft foundation slab band reinforcing ribs in BIM modeling according to an embodiment of the present invention;
FIG. 2 is a diagram of a slab band reinforcement node provided by an embodiment of the invention;
fig. 3 is a schematic view of a raft foundation provided by an embodiment of the present invention, which forms a raft foundation without an overhanging structure inside a shear wall;
fig. 4 is a schematic view of an end node of a raft foundation according to an embodiment of the present invention;
fig. 5 is a schematic diagram illustrating comparison between the calculated plate strip reinforcing rib engineering quantity and a drawing node according to the embodiment of the present invention;
fig. 6 is a schematic view of an elongated raft foundation through a shear wall foundation provided by an embodiment of the invention;
fig. 7 is a schematic view of the through-length raft foundation reinforcing mesh formed by the through-length raft foundation reinforcing bars and the plate belt reinforcing ribs according to the embodiment of the present invention.
Detailed Description
Exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. While exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the disclosure to those skilled in the art. It should be noted that the embodiments and features of the embodiments may be combined with each other without conflict. The present invention will be described in detail below with reference to the embodiments with reference to the attached drawings.
With reference to fig. 1, this embodiment provides a method for calculating a fine calculation amount of a raft foundation slab band reinforcing rib based on BIM modeling, and when performing BIM modeling on a raft foundation slab with a reinforcing rib, the method includes the following steps:
step one, S101: establishing a raft foundation member and a shear wall member;
step two S102: defining the plate belt reinforcing ribs and setting nodes;
step three, S103: after the arrangement calculation of the plate strip reinforcing ribs is completed and the plate strip reinforcing ribs are locked, lengthening the raft foundation to enable the raft foundation to exceed the shear wall foundation to form the raft foundation with an overhanging structure;
step four S104: arranging stress steel bars such as whole gluten and bottom bars of the raft foundation component, and forming a complete three-dimensional model of the stress steel bars of the raft foundation and the steel bars with the reinforcing bars after summary calculation and obtaining accurate steel bar engineering quantity.
Specifically, a raft foundation member and a shear wall member are built according to the design requirements of a drawing. When the raft foundation member and the shear wall foundation are built, the thickness and the elevation of the shear wall foundation are the same as those of the raft foundation.
Specifically, when the raft foundation and the shear wall foundation are built, the edge of the shear wall foundation is flush with the edge of the raft foundation.
Specifically, when the raft foundation member and the shear wall member are established, the raft foundation member is divided.
Specifically, when the raft-shaped foundation member is divided, the range division is carried out according to the length of the plate strip reinforcing ribs in the raft-shaped foundation, the edge part of the raft-shaped foundation is separated from the whole raft-shaped foundation, and the arrangement range of the plate strip reinforcing ribs is formed.
Specifically, when defining and drawing the plate band reinforcing rib, the attribute of the plate band reinforcing rib is edited.
Specifically, after the attribute editing is performed on the board with reinforcing ribs, the node requirements for the board with reinforcing ribs are set.
Specifically, when the nodes with the reinforcing ribs are arranged, the length of the bottom ribs, extending into the wall component, of the lower side of the end part without extending outwards of the raft foundation is modified, and the anchoring length of the reinforcing steel bars is modified.
Specifically, after the definition of the plate belt reinforcing ribs is completed, the plate belt reinforcing ribs are arranged and subjected to summary calculation, and after engineering data are obtained, the plate belt reinforcing ribs are locked by using a locking function, so that follow-up operation is prevented, and the length of the plate belt reinforcing ribs is changed.
Specifically, the raft foundation is lengthened to exceed the shear wall foundation by 500mm according to the design requirements of a drawing.
It can be seen that the difficult problem that the calculation amount of the additional steel bar such as the plate strip reinforcing rib and the like cannot be calculated by using a conventional method and a conventional function in the BIM modeling in the current market is solved by flexibly using the adjustment method of the BIM modeling and the steel bar refinement. The method for innovating BIM modeling calculation amount is achieved through the embodiment, the bending anchor length of the steel bar is edited and adjusted according to the node marks of the drawing, the BIM modeling is made to be fit with the actual field production, and the problem that the current BIM computer software cannot directly draw and calculate the additional steel bar through the existing functions and methods is solved. The method not only changes the complex engineering calculation work into simple and orderly, greatly improves the work efficiency, reduces the work intensity of budgeters, provides accurate engineering data for each party participating in the construction engineering, effectively saves the cost and control investment, meets the huge market demand, but also provides an optimization thought of the function of the BIM computer software development engineer, and is beneficial to the upgrading of the BIM computer software in the function application.
Aiming at the problem that the existing BIM (building information modeling) computer software cannot process the complex node building components through conventional functions, the method of the embodiment draws sporadic, unconventional and complex building components through the BIM computer technology by flexibly combining and applying the modeling method, and ensures the integrity and the accuracy of the reinforcing steel bar engineering quantity. And the method provides the BIM computer software development engineer with the optimization thought of the function, and is beneficial to the upgrading of the BIM computer software on the function application.
When the embodiment is implemented specifically, as shown in a combined graph 2, the raft-shaped foundation member and the wall plate with the reinforcing ribs achieve the drawing node and specification requirements through the BIM modeling for fine adjustment of the reinforcing steel bars, and then accurate data of the concrete engineering quantity of the reinforcing steel bar template are obtained. Carry out reinforcing bar civil engineering integration BIM and model, for the visual of the model of convenience, carry out meticulous split with raft shape foundation member and wallboard area strengthening rib structure picture, raft shape foundation member and outer wall plate belt strengthening rib C16@150 stretch into the basic unit and buckle 3820mm, outer wall bottom plate belt strengthening rib, the upper bend 1460mm (including bottom plate thickness 600 mm). The method can be implemented as follows:
1. with reference to fig. 3, according to the design requirements of the drawing, firstly, a raft-shaped foundation member and a shear wall member are built, the thickness and the elevation of the foundation of the shear wall member are the same as those of the raft-shaped foundation member, the edge of the shear wall member is the same as that of the raft-shaped foundation member (so that the raft-shaped foundation member forms a non-overhanging structural edge), then, the range division is performed according to the length (3820mm) of the plate and strip reinforcing ribs in the raft-shaped foundation by adopting the division function, and the edge part of the raft-shaped foundation is separated from the whole raft-shaped foundation to form the arrangement range of the plate. The method comprises the following steps of forming the integral shape of the shear wall component and the raft foundation component, and preparing the bent pen for the subsequent arrangement of the plate strip reinforcing ribs.
2. And (3) defining and drawing the plate strip reinforcing ribs by combining the structures shown in the figures 4 and 5, wherein the aims of drawing the plate strip reinforcing ribs and refining the calculation amount are indirectly realized by flexibly using a reinforcing steel bar adjusting function because the function of 'bending the overhanging structural reinforcing steel bars when meeting a wall member' is not set in the existing software raft foundation reinforcing steel bar setting function. Firstly, attribute editing is carried out in the steel bar service attribute, plate reinforcing ribs C16@150 are defined, the length of a plate bottom rib of a raft-shaped foundation end part without an overhanging lower steel bar structure extending into a wall member is changed from 15 x d to 1460mm in the node arrangement in the steel bar service attribute, and the anchoring length of the steel bar extending into an adjacent raft-shaped foundation member is changed to 0. After the definition is completed, the plate belt reinforcing ribs are arranged at corresponding positions of a modeling interface and are subjected to summary calculation to form a reinforcing steel bar three-dimensional model, corresponding engineering data are obtained, and the plate belt reinforcing ribs are locked by using a locking function, so that the phenomenon that the length of the plate belt reinforcing ribs is changed or the arrangement positions are shifted due to subsequent operation is prevented. The step is the core content of the patent, so that the arrangement position, the structural shape and the size of the plate belt reinforcing rib completely meet the design requirements of drawings, the reinforcing steel bar can be displayed in three dimensions, and the work amount is conveniently checked.
3. And (3) as shown in fig. 6, lengthening the raft foundation by 500mm to pass through the shear wall foundation to form the raft foundation with the overhanging structure. The step is to ensure the integrity of the model structure and meet the design requirements of the structural dimension of the drawing.
4. And (3) combining the plate and strip reinforcing ribs shown in the figure 7, after the arrangement and calculation of the reinforcing ribs are completed and are collected, arranging stressed reinforcing steel bars such as integral gluten and bottom ribs of the raft foundation, and collecting and calculating. The step ensures that the whole raft foundation stress rib and the plate belt reinforcing rib form a complete raft foundation reinforcing mesh which is completely consistent with the design requirements of the drawing, thereby ensuring the precision requirements and the integrity of the engineering quantity.
Particularly, the difficulty of building the BIM of the underground comprehensive pipe gallery is that the existing BIM calculation amount software cannot directly calculate and dynamically three-dimensionally display part of sporadic components or additional steel bars through the existing modeling function and the conventional method, for example, the raft foundation slab band reinforcing ribs of the comprehensive pipe gallery are provided, usually, the engineering amount of the part of the steel bars is completed only through the traditional manual calculation mode or calculation results are directly input into the software, the BIM fine calculation amount technology cannot be completely embodied, and the data transmission with the BIM5D platform at the later stage is influenced. In order to solve the above problems, the embodiment provides an effective method for drawing and calculating the plate and strip reinforcing ribs through continuous exploration and research and repeated practice of comparison with drawings, and ensures that the reinforcing steel bar three-dimensional model can meet the requirements of drawing design and node specification. Compared with the traditional manual calculation method and the mode of directly inputting the calculation result by software, the method greatly improves the engineering calculation amount efficiency, reduces the difference between the construction diagram budget engineering amount and the on-site actual sample copying amount, solves the problem of short board of the conventional BIM calculation amount software operation function, and provides accurate data support for engineering participants.
It can be seen that the embodiment solves the problem that BIM municipal computation software in the current market cannot perform modeling computation of additional steel bars such as plate and strip reinforcing ribs by using a conventional method and function through flexibly applying the adjusting method of BIM modeling and steel bar refinement. With the rapid development of the economy and the great improvement of the comprehensive national force of China, the decision and the confidence of constructing the underground comprehensive pipe gallery at the government decision layer are further promoted. The scale of the currently built comprehensive pipe gallery in China is small by combining the current situation of China, and the situation that the scale of the currently built comprehensive pipe gallery is far away from the scale of the newly built comprehensive pipe gallery in the western countries is large, so that the potential market scale of the urban underground comprehensive pipe gallery in China is large, and once the time is mature, the comprehensive pipe gallery can be developed at an ultra-conventional speed, and the project cost working quality and efficiency are matched with the pace and speed of the development. By the method for innovating the BIM modeling computation amount, the bending anchor length of the steel bar is edited and adjusted according to the node marks of the drawing, so that BIM modeling is attached to the actual field production, and the problem that BIM computation amount software cannot directly draw and compute the additional steel bar through the existing functions and methods is solved. The method not only changes the complex engineering calculation work into simple and orderly, greatly improves the work efficiency, reduces the work intensity of budgeters, provides accurate engineering data for each party participating in the construction engineering, effectively saves the cost and control investment, meets the huge market demand, but also provides an optimization thought of the function of the BIM computer software development engineer, and is beneficial to the upgrading of the BIM computer software in the function application.
As will be appreciated by one skilled in the art, embodiments of the present application may be provided as a method, system, or computer program product. Accordingly, the present application may take the form of an entirely hardware embodiment, an entirely software embodiment or an embodiment combining software and hardware aspects. Furthermore, the present application may take the form of a computer program product embodied on one or more computer-usable storage media (including, but not limited to, disk storage, CD-ROM, optical storage, and the like) having computer-usable program code embodied therein.
The present application is described with reference to flowchart illustrations and/or block diagrams of methods, apparatus (systems), and computer program products according to embodiments of the application. It will be understood that each flow and/or block of the flow diagrams and/or block diagrams, and combinations of flows and/or blocks in the flow diagrams and/or block diagrams, can be implemented by computer program instructions. These computer program instructions may be provided to a processor of a general purpose computer, special purpose computer, embedded processor, or other programmable data processing apparatus to produce a machine, such that the instructions, which execute via the processor of the computer or other programmable data processing apparatus, create means for implementing the functions specified in the flowchart flow or flows and/or block diagram block or blocks.
These computer program instructions may also be stored in a computer-readable memory that can direct a computer or other programmable data processing apparatus to function in a particular manner, such that the instructions stored in the computer-readable memory produce an article of manufacture including instruction means which implement the function specified in the flowchart flow or flows and/or block diagram block or blocks.
These computer program instructions may also be loaded onto a computer or other programmable data processing apparatus to cause a series of operational steps to be performed on the computer or other programmable apparatus to produce a computer implemented process such that the instructions which execute on the computer or other programmable apparatus provide steps for implementing the functions specified in the flowchart flow or flows and/or block diagram block or blocks.
Finally, it should be noted that: the above embodiments are only for illustrating the technical solutions of the present invention and not for limiting the same, and although the present invention is described in detail with reference to the above embodiments, those of ordinary skill in the art should understand that: modifications and equivalents may be made to the embodiments of the invention without departing from the spirit and scope of the invention, which is to be covered by the claims.
Claims (10)
1. The utility model provides a raft shape foundation plate belt strengthening rib becomes calculation volume method more meticulous based on BIM modeling which characterized in that, when taking the raft shape foundation plate of strengthening rib to carry out BIM modeling, includes the following step:
establishing a raft foundation member and a shear wall member according to the design requirements of a drawing;
defining the plate belt reinforcing ribs and setting nodes;
and after the plate strip reinforcing rib arrangement calculation is completed and locked, arranging the stressed steel bars of the raft foundation member, and after the summary calculation, forming a complete raft foundation stressed steel bar and plate strip reinforcing rib steel bar three-dimensional model and acquiring accurate steel bar engineering quantity.
2. The method for refining the calculated amount of the reinforcing ribs of the raft foundation slab band based on BIM modeling according to claim 1, wherein the thickness and the elevation of the shear wall foundation are the same as those of the raft foundation when the raft foundation component and the shear wall component are built.
3. The method for refining the calculated amount of the reinforcing ribs of the raft foundation slab band based on BIM modeling according to claim 2, wherein when the raft foundation member and the shear wall member are built, the edge of the foundation of the shear wall member is flush with the edge of the raft foundation.
4. The method for refining the calculated amount of the reinforcing ribs of the raft foundation slab band based on BIM modeling according to claim 3, wherein the raft foundation member is divided when the raft foundation member and the shear wall member are built.
5. The method for refining the calculated amount of the raft foundation slab band reinforcing ribs based on the BIM modeling according to claim 4, wherein when the raft foundation component is divided, range division is performed according to the length of the slab band reinforcing ribs in the raft foundation, and the edge part of the raft foundation is separated from the whole raft foundation to form the arrangement range of the slab band reinforcing ribs.
6. The method for refining calculation amount of raft foundation slab band reinforcing ribs based on BIM modeling according to claim 1, wherein attribute editing is performed on the slab band reinforcing ribs during definition and drawing of the slab band reinforcing ribs.
7. The method for refining calculation of raft foundation slab band reinforcing ribs based on BIM modeling according to claim 6, wherein node requirements for the raft foundation slab band reinforcing ribs are set after property editing is performed on the raft foundation slab band reinforcing ribs.
8. The BIM modeling-based method for refining calculation amount of raft foundation slab band reinforcing ribs according to claim 7, wherein when the nodes of the slab band reinforcing ribs are arranged, the length of bottom ribs on the lower side of the non-overhanging end portions of the raft foundation extending into the wall member is modified, and the anchoring length of reinforcing steel bars is modified.
9. The method for refined calculation of raft foundation slab band reinforcing ribs based on BIM modeling according to claim 8, wherein after the definition of the slab band reinforcing ribs is completed, the slab band reinforcing ribs are arranged and subjected to summary calculation, and after engineering data is obtained, the slab band reinforcing ribs are locked by using a locking function, so that subsequent operations are prevented, and the lengths of the slab band reinforcing ribs are changed.
10. The method for refining the calculation amount of the reinforcing ribs of the raft foundation slab band based on the BIM modeling according to claim 1, wherein the raft foundation is lengthened to exceed the shear wall foundation by 500mm according to the design requirements of a drawing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011117370.5A CN112257150B (en) | 2020-10-19 | 2020-10-19 | BIM modeling-based raft foundation slab band reinforcing rib refined calculation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011117370.5A CN112257150B (en) | 2020-10-19 | 2020-10-19 | BIM modeling-based raft foundation slab band reinforcing rib refined calculation method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN112257150A true CN112257150A (en) | 2021-01-22 |
| CN112257150B CN112257150B (en) | 2024-01-19 |
Family
ID=74243848
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011117370.5A Active CN112257150B (en) | 2020-10-19 | 2020-10-19 | BIM modeling-based raft foundation slab band reinforcing rib refined calculation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112257150B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113343333A (en) * | 2021-05-21 | 2021-09-03 | 中国二十冶集团有限公司 | Method and system for finely calculating additional ribs of pipe gallery concrete wall based on BIM technology |
| CN113378268A (en) * | 2021-06-07 | 2021-09-10 | 中国二十冶集团有限公司 | Underground pipe gallery deformation joint reinforcing steel bar refined electric calculation method and system based on BIM |
| CN113821851A (en) * | 2021-06-25 | 2021-12-21 | 中国二十冶集团有限公司 | Three-dimensional modeling-based fine adjustment method for reinforcing ribs at corners of pool wall |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110096800A (en) * | 2019-04-30 | 2019-08-06 | 中国二十冶集团有限公司 | PC rectangular beam and Cast-in-situ Beam realize the method that materials are estimated by BIM |
| CN110147589A (en) * | 2019-04-30 | 2019-08-20 | 中国二十冶集团有限公司 | PC profiled beam and Cast-in-situ Beam BIM compositional modeling calculation amount method |
| CN110704932A (en) * | 2019-10-09 | 2020-01-17 | 北京中外建建筑设计有限公司 | Revit software-based prefabricated staircase detailed graph rapid plotting method |
| CN111008420A (en) * | 2019-11-26 | 2020-04-14 | 中民筑友有限公司 | BIM-based steel bar data generation method, device, equipment and medium |
| CN111177831A (en) * | 2019-12-26 | 2020-05-19 | 沈阳工业大学 | BIM technology-based steel bar three-dimensional modeling and automatic calculation method |
| KR20200072176A (en) * | 2018-12-12 | 2020-06-22 | 주식회사 대성이엔씨 | Reinforcing bar classification code usage system and its application method for effective BIM |
-
2020
- 2020-10-19 CN CN202011117370.5A patent/CN112257150B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20200072176A (en) * | 2018-12-12 | 2020-06-22 | 주식회사 대성이엔씨 | Reinforcing bar classification code usage system and its application method for effective BIM |
| CN110096800A (en) * | 2019-04-30 | 2019-08-06 | 中国二十冶集团有限公司 | PC rectangular beam and Cast-in-situ Beam realize the method that materials are estimated by BIM |
| CN110147589A (en) * | 2019-04-30 | 2019-08-20 | 中国二十冶集团有限公司 | PC profiled beam and Cast-in-situ Beam BIM compositional modeling calculation amount method |
| CN110704932A (en) * | 2019-10-09 | 2020-01-17 | 北京中外建建筑设计有限公司 | Revit software-based prefabricated staircase detailed graph rapid plotting method |
| CN111008420A (en) * | 2019-11-26 | 2020-04-14 | 中民筑友有限公司 | BIM-based steel bar data generation method, device, equipment and medium |
| CN111177831A (en) * | 2019-12-26 | 2020-05-19 | 沈阳工业大学 | BIM technology-based steel bar three-dimensional modeling and automatic calculation method |
Non-Patent Citations (1)
| Title |
|---|
| 常斐等: "基于广联达GGJ－2013剪力墙中钢筋细节处理探讨" * |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113343333A (en) * | 2021-05-21 | 2021-09-03 | 中国二十冶集团有限公司 | Method and system for finely calculating additional ribs of pipe gallery concrete wall based on BIM technology |
| CN113343333B (en) * | 2021-05-21 | 2022-07-29 | 中国二十冶集团有限公司 | Method and system for finely calculating amount of additional ribs of pipe gallery concrete wall based on BIM technology |
| CN113378268A (en) * | 2021-06-07 | 2021-09-10 | 中国二十冶集团有限公司 | Underground pipe gallery deformation joint reinforcing steel bar refined electric calculation method and system based on BIM |
| CN113378268B (en) * | 2021-06-07 | 2022-11-11 | 中国二十冶集团有限公司 | Underground pipe gallery deformation joint reinforcing steel bar refined electric calculation method and system based on BIM |
| CN113821851A (en) * | 2021-06-25 | 2021-12-21 | 中国二十冶集团有限公司 | Three-dimensional modeling-based fine adjustment method for reinforcing ribs at corners of pool wall |
Also Published As
| Publication number | Publication date |
|---|---|
| CN112257150B (en) | 2024-01-19 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112257150A (en) | Refined calculation amount method of raft foundation slab band reinforcing ribs based on BIM modeling | |
| CN109800536A (en) | One kind parameterizing tunnel model fast modeling method based on Revit and Dynamo | |
| CN107292038B (en) | Parametric modeling production method of laminated slab prefabricated part | |
| CN104517008B (en) | Shear wall edge member parameterization design method based on BIM | |
| CN111177831A (en) | BIM technology-based steel bar three-dimensional modeling and automatic calculation method | |
| CN110287513A (en) | A kind of built-in fitting construction method based on BIM technology | |
| CN105930600B (en) | Masonry arrangement method and masonry arranging system | |
| CN105488301A (en) | Three-dimensional reinforcing steel bar lofting method | |
| CN111062081A (en) | Underground continuous wall construction method based on BIM technology | |
| CN104715117A (en) | Method for locating continuous box girder prestressed pipeline based on BIM | |
| CN107451350B (en) | Spatial three-dimensional special-shaped bridge pier template construction method based on BIM modeling technology | |
| CN114154206A (en) | Revit platform-based automatic building structure beam reinforcement generation method | |
| CN108416162A (en) | A kind of construction method of the spiral formula reinforced concrete structure based on BIM | |
| CN110782522A (en) | Foundation pit support project profile plotting method based on BIM | |
| CN110378039A (en) | A kind of aluminum alloy pattern plate design method and system based on Revit | |
| CN110955927B (en) | Method and device for modeling special-shaped curved surface step component | |
| CN109684669A (en) | Method for three-dimensional reinforcing bar editing and updating | |
| CN111914338A (en) | BIM (building information modeling) model building method for parameterized tunnel open cut tunnel lining structure | |
| CN108629057A (en) | A method of generating BIM models | |
| CN112035906A (en) | Diversified slag flushing ditch inlet electric calculation combination modeling fine adjustment method | |
| CN117235844A (en) | Tunnel BIM model parameterized modeling method based on Dynamo plugin | |
| CN110135100A (en) | A kind of Tunnel fast modeling method | |
| CN115952231A (en) | BIM technology-based foundation pit visualization and earthwork measurement method | |
| CN112560148B (en) | BIM-based wall modeling method and system for wall end processing | |
| CN112417575B (en) | BIM combined modeling method and system for special-shaped wall and special-shaped top plate |
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 | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |