CN112052493A - Refined modeling method for foundation pier side wall distribution ribs - Google Patents
Refined modeling method for foundation pier side wall distribution ribs Download PDFInfo
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- CN112052493A CN112052493A CN202010698080.8A CN202010698080A CN112052493A CN 112052493 A CN112052493 A CN 112052493A CN 202010698080 A CN202010698080 A CN 202010698080A CN 112052493 A CN112052493 A CN 112052493A
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- 238000000034 method Methods 0.000 title claims abstract description 23
- 229910000831 Steel Inorganic materials 0.000 abstract 1
- 239000010959 steel Substances 0.000 abstract 1
- 210000003205 muscle Anatomy 0.000 description 14
- 230000006978 adaptation Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
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- 230000004927 fusion Effects 0.000 description 1
- 238000007670 refining Methods 0.000 description 1
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- 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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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
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- G06F30/20—Design optimisation, verification or simulation
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Abstract
The application provides a refined modeling method for distribution ribs on a side wall of a foundation pier, and belongs to the technical field of engineering modeling. The method comprises the following steps: constructing and drawing a basic pier primitive; constructing a wall module, defining the wall module as a foundation pier side wall distribution rib component, and editing the attribute of the foundation pier side wall distribution rib component; drawing a foundation pier side wall horizontal rib primitive by using a foundation pier side wall distribution rib component in the foundation pier primitive; and moving the foundation pier graphic primitives out to another position, carrying out summary calculation on the foundation pier side wall horizontal rib graphic primitives, and locking the foundation pier side wall horizontal rib graphic primitives. The foundation pier side wall distribution rib component is drawn into the foundation pier side wall horizontal rib primitive matched with the foundation pier primitive, and then the foundation pier side wall horizontal rib primitive is gathered, calculated and locked independently, fine calculation amount of the steel bars of the foundation pier side wall distribution ribs is achieved, and the situation that deduction of the foundation pier side wall distribution ribs is caused due to the fact that the foundation pier side wall distribution ribs are gathered and calculated independently is avoided.
Description
Technical Field
The invention belongs to the field of engineering modeling, and particularly relates to a refined modeling method for distribution ribs on a side wall of a foundation pier.
Background
In the prior art, no matter investment estimation, approximate calculation, budget and settlement are closely related to 'engineering quantity', and the engineering quantity directly determines the engineering cost, so that strong attention needs to be paid to the extremely important basic calculation quantity work in the engineering cost management to determine and control the engineering cost.
Under the era background of the vigorous development of the application of the BIM technology, the fusion of the traditional engineering cost and the BIM technology is a great trend and is also a necessary condition for making the fine engineering calculation. Various BIM modeling computation software in the current market is mainly developed and optimized aiming at building construction engineering. However, the existing BIM modeling software is not developed thoroughly enough to meet the actual use requirements of engineering participants.
Under the condition that the software modeling rule limits the overlapped primitives, the engineering quantity of the distribution ribs on the side wall of the foundation pier can be deducted, the engineering quantity of the part can be completed only through complicated manual calculation, the manual calculation of the engineering quantity is complicated, the workload is large, the efficiency is low, and the accuracy is poor.
Disclosure of Invention
In view of the above, the present invention provides a method for fine modeling of distribution ribs on a sidewall of a foundation pier, so as to solve the technical problems in the prior art that the engineering quantity of the distribution ribs on the sidewall of the foundation pier is limited by overlapped primitives of a software modeling rule, and the engineering quantity needs to be calculated by complicated manual calculation, which results in complicated engineering quantity calculation, large workload, low efficiency, poor accuracy, and the like.
The application provides a fine modeling method of foundation pier side wall distribution ribs, which comprises the following steps:
step one, constructing and drawing a basic pier primitive;
constructing a wall module, defining the wall module as a foundation pier side wall distribution rib component, and editing the attribute of the foundation pier side wall distribution rib component;
drawing a foundation pier side wall horizontal rib primitive by using a foundation pier side wall distribution rib component in the foundation pier primitive;
and step four, moving the primitive of the foundation pier out to another position, and performing summary calculation on the primitive of the horizontal ribs on the side wall of the foundation pier.
Preferably, the method for finely modeling the distribution ribs of the side wall of the foundation pier further comprises the following steps: and fifthly, moving the foundation pier primitive back to the original position.
Preferably, in the second step, the first step,
the property editing of the foundation pier side wall distribution rib member at least comprises the following steps: the size of the foundation pier side wall distribution ribs and the distance between the adjacent foundation pier side wall distribution ribs.
Preferably, in the fourth step, the first step,
and after summarizing and calculating the primitives of the horizontal ribs on the side wall of the foundation pier, locking the primitives of the horizontal ribs on the side wall of the foundation pier.
The application has the following beneficial effects:
the application provides a modeling method that becomes more meticulous of basic mound lateral wall distribution muscle sets up the wall module definition and distributes the muscle component for basic mound lateral wall, draws the basic mound lateral wall horizontal muscle primitive that becomes the basic mound primitive of adaptation through distributing the muscle component with basic mound lateral wall, then gathers the calculation and locks basic mound lateral wall horizontal muscle primitive alone, has realized the reinforcing bar to basic mound lateral wall distribution muscle volume that becomes more meticulous, has avoided gathering the calculation alone to basic mound primitive and has leaded to deducting of basic mound lateral wall distribution muscle.
Drawings
The above and other objects, features and advantages of the present invention will become more apparent from the following description of the embodiments of the present invention with reference to the accompanying drawings.
FIG. 1 is a flow chart of a method for refining modeling of distribution ribs on a side wall of a foundation pier, according to an embodiment of the invention;
fig. 2 is a schematic diagram for drawing a foundation pier sidewall horizontal rib primitive in a foundation pier primitive provided according to an embodiment of the invention.
Detailed Description
Various embodiments of the present invention will be described in more detail below with reference to the accompanying drawings. Like elements in the various figures are denoted by the same or similar reference numerals. For purposes of clarity, the various features in the drawings are not necessarily drawn to scale.
Referring to fig. 1 and 2, the present application provides a method for fine modeling of distribution ribs of a side wall of a foundation pier, including:
step one, constructing and drawing a basic pier primitive.
And step two, constructing a wall module, defining the wall module as a foundation pier side wall distribution rib component, and editing the attribute of the foundation pier side wall distribution rib component. The property editing of the foundation pier side wall distribution rib member at least comprises the following steps: the size of the foundation pier side wall distribution ribs and the distance between the adjacent foundation pier side wall distribution ribs.
And step three, drawing the foundation pier side wall horizontal rib primitive by using the foundation pier side wall distribution rib member in the foundation pier primitives. And obtaining the foundation pier side wall horizontal rib primitive matched with the foundation pier primitive, so that the foundation pier side wall horizontal rib primitive meets the actual drawing required size.
And step four, moving the primitive of the foundation pier out to another position, and performing summary calculation on the primitive of the horizontal ribs on the side wall of the foundation pier. And after summarizing and calculating the primitives of the horizontal ribs on the side wall of the foundation pier, locking the primitives of the horizontal ribs on the side wall of the foundation pier. The purpose of locking the basic pier side wall horizontal rib primitive is to prevent the basic pier side wall horizontal rib primitive component from changing.
And (4) independently summarizing and calculating the primitives of the horizontal ribs on the side wall of the foundation pier, thereby realizing the calculation of the engineering quantity of the primitives of the horizontal ribs on the side wall of the foundation pier.
In this embodiment, the method for finely modeling the distribution ribs on the side wall of the foundation pier further includes: and fifthly, moving the foundation pier primitive back to the original position. Therefore, the foundation pier primitives and the foundation pier side wall horizontal rib primitives are combined, and the problem of deduction of the foundation pier side wall horizontal rib primitives during engineering quantity calculation is avoided through independent summary calculation of the foundation pier side wall horizontal rib primitives, the integrity of the total-stroke quantity of the foundation pier side wall distribution ribs is ensured, and the fine calculation quantity of the foundation pier side wall distribution ribs is realized.
The application provides a modeling method that becomes more meticulous of basic mound lateral wall distribution muscle sets up the wall module definition and distributes the muscle component for basic mound lateral wall, draws the basic mound lateral wall horizontal muscle primitive that becomes the basic mound primitive of adaptation through distributing the muscle component with basic mound lateral wall, then gathers the calculation and locks basic mound lateral wall horizontal muscle primitive alone, has realized the reinforcing bar to basic mound lateral wall distribution muscle volume that becomes more meticulous, has avoided gathering the calculation alone to basic mound primitive and has leaded to deducting of basic mound lateral wall distribution muscle.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
Finally, it should be noted that: it should be understood that the above examples are only for clearly illustrating the present invention and are not intended to limit the embodiments. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. And obvious variations or modifications of the invention may be made without departing from the scope of the invention.
Claims (4)
1. A fine modeling method for distribution ribs of a side wall of a foundation pier is characterized by comprising the following steps:
step one, constructing and drawing a basic pier primitive;
constructing a wall module, defining the wall module as a foundation pier side wall distribution rib component, and editing the attribute of the foundation pier side wall distribution rib component;
drawing a foundation pier side wall horizontal rib primitive by using a foundation pier side wall distribution rib component in the foundation pier primitive;
and step four, moving the primitive of the foundation pier out to another position, and performing summary calculation on the primitive of the horizontal ribs on the side wall of the foundation pier.
2. The method for finely modeling the distribution ribs of the side wall of the foundation pier as claimed in claim 1, further comprising:
and fifthly, moving the foundation pier primitive back to the original position.
3. The method for finely modeling the distribution ribs of the side walls of the foundation pier as claimed in claim 1, wherein in the second step,
the property editing of the foundation pier side wall distribution rib member at least comprises the following steps: the size of the foundation pier side wall distribution ribs and the distance between the adjacent foundation pier side wall distribution ribs.
4. The method for fine modeling of distribution ribs of side walls of foundation piers according to claim 1, wherein in the fourth step,
and after summarizing and calculating the primitives of the horizontal ribs on the side wall of the foundation pier, locking the primitives of the horizontal ribs on the side wall of the foundation pier.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN202010698080.8A CN112052493A (en) | 2020-07-20 | 2020-07-20 | Refined modeling method for foundation pier side wall distribution ribs |
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| CN202010698080.8A CN112052493A (en) | 2020-07-20 | 2020-07-20 | Refined modeling method for foundation pier side wall distribution ribs |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112560148A (en) * | 2020-12-18 | 2021-03-26 | 中国二十冶集团有限公司 | BIM-based wall modeling method and system for wall end processing |
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Application publication date: 20201208 |