CN113343333B - Method and system for finely calculating amount of additional ribs of pipe gallery concrete wall based on BIM technology - Google Patents
Method and system for finely calculating amount of additional ribs of pipe gallery concrete wall based on BIM technology Download PDFInfo
- Publication number
- CN113343333B CN113343333B CN202110559710.8A CN202110559710A CN113343333B CN 113343333 B CN113343333 B CN 113343333B CN 202110559710 A CN202110559710 A CN 202110559710A CN 113343333 B CN113343333 B CN 113343333B
- Authority
- CN
- China
- Prior art keywords
- concrete wall
- horizontal
- additional
- additional ribs
- ribs
- 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.)
- Active
Links
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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
Abstract
The invention provides a method and a system for finely calculating additional ribs of a concrete wall of a pipe gallery based on a BIM technology. The method comprises the following steps: inputting category parameters of single-row horizontal additional ribs and bending anchor numerical values in an attribute list of the left concrete wall member, and performing summary calculation and locking; inputting category parameters of single-row horizontal additional ribs and bending anchor numerical values in an attribute list of the concrete wall member on the right side, and performing summary calculation and locking; after the horizontal additional ribs are locked, the elevation and the height of the integral concrete wall member with the horizontal additional ribs are adjusted. The invention flexibly combines and applies the functions and the modeling method of the existing BIM computer software in an innovative mode, edits and adjusts the bending anchor length of the reinforcing steel bar according to the node marks of the drawing, ensures that BIM modeling is fit with the actual field production, and solves the problem that BIM computation software cannot directly draw and calculate the horizontal additional reinforcing steel bar of the wall body of the comprehensive pipe gallery through the existing functions and methods.
Description
Technical Field
The invention relates to the technical field of BIM modeling, in particular to a method and a system for accurately calculating the additional bar of a concrete wall of a pipe gallery based on BIM technology.
Background
Under the great era background of the full-force propulsion of municipal infrastructure engineering and the rapid development of the BIM technology, the architecture of the REVIT design application software + the BIM computer software becomes the mainstream in the industry. The application of the BIM computerization result, especially how to obtain accurate engineering quantity information in the BIM model, is a key to realize refined cost control. The current BIM electric calculation achievement major work achievement requirement degree is generally not high, the whole application level in the industry is not ideal, the actual use requirement of the engineering participants can not be met, and two reasons are mainly adopted: firstly, the construction technology and the daily change of the calculation rule of the engineering quantity are difficult to make the software products timely update to keep up with the change; secondly, the software development engineers are not fully cognizant of basic knowledge of each professional engineering, so that the function and method of the BIM computer software are lost, and a solution for specially constructing nodes (PC components, metallurgical engineering equipment foundations and all nodes of a comprehensive pipe gallery and additional steel bars) is omitted.
For the BIM modeling of the underground comprehensive pipe gallery, the difficulty is that the existing BIM calculation amount software cannot directly calculate partial sporadic components or additional reinforcing steel bars in a three-dimensional mode through the existing modeling function and a conventional method, for example, horizontal additional reinforcing steel bars of a concrete wall of the comprehensive pipe gallery, because the main reinforcing steel bars of the wall in the existing BIM calculation software can only be integrally defined and adjusted in multiple rows and multiple directions, and cannot be integrally defined and adjusted in a single row, usually, the engineering amount of the partial reinforcing steel bars can only be completed through the traditional manual calculation mode or calculation results are directly input in the software, the BIM fine calculation amount technology cannot be completely embodied, and the data transmission with a BIM5D platform at the later stage is influenced.
Disclosure of Invention
In view of the above, the invention provides a method and a system for accurately calculating the additional steel bars of a concrete wall of a pipe gallery based on a BIM (building information modeling) technology, and aims to solve the problem that the horizontal additional steel bars of the concrete wall of the existing comprehensive pipe gallery can only be completed in a traditional manual calculation mode or calculation results are directly input in software.
On one hand, the invention provides a BIM technology-based method for finely calculating the additional ribs of the concrete wall of the pipe gallery, which comprises the following steps: arranging left additional ribs, namely inputting and defining category parameters of single-row horizontal additional ribs in an attribute list of a left concrete wall member, inputting bending anchor values in concrete wall node setting of the horizontal additional ribs, and performing summary calculation and locking on the horizontal additional ribs of the left concrete wall member; the category parameters of the horizontal additional ribs comprise the types, specifications and arrangement intervals of the horizontal additional ribs; arranging right additional ribs, namely inputting and defining category parameters of single-row horizontal additional ribs in an attribute list of a right concrete wall member, inputting bending anchor values in concrete wall node setting of the horizontal additional ribs, and performing summary calculation and locking on the horizontal additional ribs of the right concrete wall member; the left side concrete wall component and the right side concrete wall component which are provided with the single-row horizontal additional ribs form an integral concrete wall component with the attribute of the horizontal additional ribs, and the single-row horizontal additional ribs on the left side concrete wall component and the right side concrete wall component are combined into a complete continuous bent horizontal additional reinforcing steel bar primitive; a step of height adjustment of the wall body with the additional rib attribute, which is to perform height compression on the integral concrete wall member with the horizontal additional rib attribute to obtain a compressed concrete wall member by performing elevation and height adjustment on the integral concrete wall member with the horizontal additional rib attribute after the horizontal additional ribs in the step of arranging the left additional ribs and the step of arranging the right additional ribs are locked, so as to reserve an arrangement space of a main concrete wall with the main rib attribute; and a main reinforcement attribute wall modeling step, namely, respectively building concrete walls with main reinforcement attributes on the left side and the right side, drawing to form a main concrete wall member, adjusting the elevation and the height of the main concrete wall member, superposing and combining the main concrete member and the compressed concrete member, and summarizing and locking the main reinforcements of the main concrete wall member so as to form a concrete wall reinforcement three-dimensional system combining horizontal additional reinforcements and main reinforcements.
Further, according to the BIM technology-based method for accurately calculating the additional ribs of the pipe gallery concrete wall, the sum of the height of the compressed concrete wall member and the height of the main concrete wall member is the height of the pipe gallery concrete wall body.
Further, according to the method for finely calculating the additional rib of the concrete wall of the pipe gallery based on the BIM technology, the main rib comprises: horizontal distribution muscle, vertical distribution muscle and lacing wire.
Further, the method for finely calculating the additional rib of the concrete wall of the pipe gallery based on the BIM technology further includes, in the step of arranging the left additional rib and/or the step of arranging the right additional rib, before inputting and defining the horizontal additional ribs in a single row: the concrete wall element is newly constructed by means of BIM software to form either a left concrete wall element or a right concrete wall element.
According to the method for finely calculating the additional reinforcement of the concrete wall of the pipe gallery based on the BIM technology, the existing BIM electric calculation software function and the modeling method are flexibly combined and applied in an innovative mode, the bending anchor length of the reinforcement is edited and adjusted according to the drawing node marks, so that the BIM modeling is attached to the actual field production, the problem that the BIM calculation software cannot directly draw and calculate the horizontal additional reinforcement of the wall body of the comprehensive pipe gallery through the existing function and method is solved, the complex engineering calculation work is changed into simple and ordered, the working efficiency is greatly improved, the working intensity of budgeters is reduced, accurate engineering data are provided for all parties participating in construction engineering, the cost is reduced and the efficiency is improved really, and the huge market demand is met. Meanwhile, compared with the traditional manual calculation method and a mode of directly inputting a 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 turning amount, ensures the integrity of the BIM model and the accuracy of the reinforcing steel bar engineering amount, solves the problem of short board of the existing BIM calculation amount software operation function, and provides accurate data support for engineering participants.
On the other hand, the invention also provides a system for adding fine calculated amount of the reinforcement to the concrete wall of the pipe gallery based on the BIM technology, which comprises the following components: the left additional rib arrangement module is used for inputting and defining category parameters of single-row horizontal additional ribs in an attribute list of the left concrete wall member, inputting bending anchor values in concrete wall body node setting of the horizontal additional ribs, and performing summary calculation and locking on the horizontal additional ribs of the left concrete wall member; the category parameters of the horizontal additional ribs comprise the types, specifications and arrangement intervals of the horizontal additional ribs; the right additional rib arrangement module is used for inputting and defining category parameters of single-row horizontal additional ribs in an attribute list of a right concrete wall member, inputting bending anchor values in concrete wall body node setting of the horizontal additional ribs, and performing summary calculation and locking on the horizontal additional ribs of the right concrete wall member; the left side concrete wall component and the right side concrete wall component which are provided with the single-row horizontal additional ribs form an integral concrete wall component with the attribute of the horizontal additional ribs, and the single-row horizontal additional ribs on the left side concrete wall component and the right side concrete wall component are combined into a complete continuous bent horizontal additional reinforcing steel bar primitive; the additional rib attribute wall body height adjusting module is used for adjusting the elevation and the height of the integral concrete wall member with the attribute of the horizontal additional ribs after the horizontal additional ribs in the left additional rib arrangement module and the right additional rib arrangement module are locked, so that the integral concrete wall member with the attribute of the horizontal additional ribs is subjected to height compression to obtain a compressed concrete wall member, and an arrangement space of a main concrete wall with the attribute of the main ribs is reserved; and the main reinforcement attribute wall modeling module is used for respectively building concrete walls with main reinforcement attributes on the left side and the right side, drawing and forming main concrete wall components, adjusting the elevation and the height of the main concrete wall components, superposing and combining the main concrete components and the compressed concrete components, and summarizing and calculating and locking main reinforcements of the main concrete wall components so as to form a concrete wall reinforcement three-dimensional system combining horizontal additional reinforcements and main reinforcements.
Further, according to the method for accurately calculating the additional reinforcement of the pipe gallery concrete wall based on the BIM technology, the main reinforcement attribute wall modeling module is further used for summarizing and calculating the main reinforcements of the main concrete wall member and locking the main reinforcements to obtain the reinforcement engineering quantity of the main reinforcements of the pipe gallery concrete wall body.
Further, according to the method for accurately calculating the additional ribs of the pipe gallery concrete wall based on the BIM technology, the sum of the height of the compressed concrete wall member and the height of the main concrete wall member is the height of the pipe gallery concrete wall body.
Further, according to the method for finely calculating the additional rib of the concrete wall of the pipe gallery based on the BIM technology, the main rib comprises: horizontal distribution muscle, vertical distribution muscle and lacing wire.
Further, in the method for calculating the additional rib of the pipe gallery concrete wall based on the BIM technology, the left additional rib arrangement module and/or the right additional rib arrangement module is further used for newly building a concrete wall member through BIM software before inputting and defining the horizontal additional ribs of the single row to form the left concrete wall member or the right concrete wall member.
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 flow chart of a method for calculating fine quantities of additional ribs of a concrete wall of a pipe gallery based on a BIM technique according to an embodiment of the present invention;
fig. 2 is a schematic three-dimensional effect diagram of a continuously bent horizontal additional rib of a concrete wall of a pipe gallery provided by an embodiment of the present invention;
fig. 3 is a schematic structural diagram of a method for calculating fine additional ribs of a concrete wall of a pipe gallery based on a BIM technique according to an embodiment of the present invention;
fig. 4 is a schematic structural diagram of a method for calculating the fine calculation amount of the additional rib of the concrete wall of the pipe gallery based on the BIM technology provided by the embodiment of the present invention;
fig. 5 is a schematic structural diagram of a method for calculating the fine calculation amount of the additional rib of the concrete wall of the pipe gallery based on the BIM technology provided by the embodiment of the present invention;
fig. 6 is a schematic structural diagram of a method for calculating fine additional ribs of a concrete wall of a pipe gallery based on the BIM technology according to an embodiment of the present invention;
fig. 7 is a schematic structural diagram of a method for refining the calculation amount of the additional rib of the concrete wall of the pipe gallery based on the BIM technology provided by the embodiment of the present invention;
fig. 8 is a schematic structural diagram of a method for refining the calculation amount of the additional rib of the concrete wall of the pipe gallery based on the BIM technology provided by the embodiment of the present invention;
fig. 9 is a schematic structural diagram of a method for refining the calculation amount of the additional rib of the concrete wall of the pipe gallery based on the BIM technology provided in the embodiment of the present invention;
Fig. 10 is a block diagram of a flow of a system for adding a reinforcement fine calculation amount to a concrete wall of a pipe gallery based on a BIM technique according to an 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 of the present invention 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.
The method comprises the following steps:
referring to fig. 1, a method for refining the amount of additional bars of a concrete wall of a pipe gallery based on the BIM technology provided by the embodiment of the present invention is shown. As shown, the method comprises the following steps:
a left additional rib arrangement step S1, after inputting and defining the category parameters of the horizontal additional ribs in a single row in the attribute list of the left concrete wall member, inputting the bending anchor value in the concrete wall node setting of the horizontal additional ribs, and performing summary calculation and locking on the horizontal additional ribs of the left concrete wall member; the category parameters of the horizontal additional ribs include the types, specifications and arrangement intervals of the horizontal additional ribs.
Specifically, as shown in fig. 2 and 3, the pipe gallery concrete wall is provided with a continuously bent horizontal additional rib. In order to realize the modeling of the horizontal additional bar, the horizontal additional bar is divided into a left part and a right part during modeling, so that the definition of the horizontal additional bar of the two parts is respectively carried out, the horizontal additional bar is combined to form a model which is consistent with the continuous bent horizontal additional bar on the concrete wall of the pipe gallery, and the calculation of the engineering quantity of the steel bars of the horizontal additional bar is carried out. Firstly, a concrete wall component can be newly built through BIM software to form a left concrete wall component; then, according to the category parameter of the horizontal additional rib in the drawing information, the category parameter of the horizontal additional rib in a single row is input and defined in the attribute list of the left concrete wall member, for example, only the horizontal additional rib F15 (C14 @ 200) in a single row can be input in the attribute list of the left concrete wall member, and the bending anchor value is input in the node setting of the concrete wall body with the horizontal additional rib according to the drawing information, as shown in fig. 4, for example, the bending anchor value corresponding to the drawing can be input in the "horizontal steel bar corner outer side node" in the node setting, and the left concrete wall member with the horizontal additional rib attribute can be obtained, as shown in fig. 5; and finally, summarizing and locking the horizontal additional ribs of the left concrete wall member, so that the engineering quantity of the steel bars of the horizontal additional ribs of the left concrete wall member can be obtained, and the locking can avoid the position drift or length change of the horizontal additional ribs of the left concrete wall member. The category parameters of the horizontal additional ribs may include the type, specification and arrangement distance of the horizontal additional ribs.
And a step S2 of arranging the right additional ribs, wherein after the category parameters of the single row of horizontal additional ribs are input and defined in the attribute list of the right concrete wall member, the bending anchor values are input in the concrete wall node setting of the horizontal additional ribs, and the horizontal additional ribs of the right concrete wall member are summarized, calculated and locked.
Specifically, first, a concrete wall member may be newly constructed through BIM software to form a right concrete wall member; then, according to the category parameters of the horizontal additional ribs in the drawing information, the category parameters of the single-row horizontal additional ribs are input and defined in the attribute list of the concrete wall component on the right side, for example, only the single-row horizontal additional rib F15 (C14 @ 200) can be input in the attribute list of the concrete wall component on the right side, and according to the drawing information, the bending anchor value can be input in the node setting of the concrete wall body with the horizontal additional ribs, for example, the bending anchor value corresponding to the drawing can be input in the "horizontal reinforcement corner non-column outer side node" in the node setting, so that the concrete wall component on the right side with the horizontal additional ribs can be obtained, as shown in fig. 6; and finally, summarizing and locking the horizontal additional ribs of the concrete wall member on the right side, so that the engineering quantity of the steel bars of the horizontal additional ribs of the concrete wall member on the right side can be obtained, and meanwhile, the locking can avoid the position drift or the length change of the horizontal additional ribs of the concrete wall member on the right side.
After the left additional bead arranging step S1 and the right additional bead arranging step S2, the left concrete wall member with the single-row horizontal additional beads arranged thereon and the right concrete wall member with the single-row horizontal additional beads arranged thereon form an integrated concrete wall member with horizontal additional bead properties, and the single-row horizontal additional beads on the left concrete wall member and the right concrete wall member are combined into a complete continuously bent horizontal additional reinforcement primitive, as shown in fig. 7. There is no precedence between the left additional rib arranging step S1 and the right additional rib arranging step S2.
And an additional rib property wall height adjusting step S3, after the horizontal additional ribs in the left additional rib arranging step and the right additional rib arranging step are locked, the height of the integral concrete wall member with the horizontal additional rib property is adjusted, so that the integral concrete wall member with the horizontal additional rib property is highly compressed to obtain a compressed concrete wall member, and an arrangement space of the main concrete wall with the main rib property is reserved.
Specifically, after the horizontal additional ribs F15 in the left additional rib arrangement step S1 and the right additional rib arrangement step S2 are locked, the elevation and height of the integrated concrete wall component with the horizontal additional rib attribute may be adjusted according to drawing information, for example, the elevation and height of the integrated concrete wall component with only horizontal additional ribs, that is, the integrated concrete wall component with the horizontal additional rib attribute, may be adjusted to 4.75m and the height adjusted to 50mm, that is, the concrete wall component may be highly compressed, and due to the locking function, the spatial distribution position of the horizontal additional ribs F15 is not changed, and the height compression of the concrete wall component may reserve an arrangement space for the concrete wall with the main rib attribute on the premise of not affecting the spatial position and number of the horizontal additional ribs F15, as shown in fig. 8. The main muscle includes: horizontal distribution muscle, vertical distribution muscle and lacing wire.
And a main reinforcement attribute wall modeling step S4, namely, respectively building concrete walls with main reinforcement attributes on the left side and the right side, drawing to form a main concrete wall member, adjusting the elevation and the height of the main concrete wall member, superposing and combining the main concrete wall member and the compressed concrete wall member, and summarizing, calculating and locking the main reinforcements of the main concrete wall member so as to form a concrete wall reinforcement three-dimensional system combining horizontal additional reinforcements and main reinforcements.
Specifically, firstly, building a concrete wall body with properties of horizontal distribution ribs, vertical distribution ribs and tie bars on the left side and the right side, and forming concrete wall components with properties of the horizontal distribution ribs, the vertical distribution ribs and the tie bars; then, the elevation and height of the concrete wall component with the attributes of the horizontal distribution ribs, the vertical distribution ribs and the tie bars can be adjusted according to a drawing, for example, the top elevation of the initial point can be adjusted to 8.9m according to the design requirements of the drawing, the bottom elevation of the initial point can be adjusted to 4.75m according to the top elevation of the wall body containing the horizontal attached ribs F15, and namely, the concrete wall bodies with the attributes of the main ribs on the left side and the right side are respectively superposed and combined with the concrete wall body containing the attributes of the horizontal distribution ribs F15. And finally, summarizing and calculating and locking the concrete wall components with the attributes of the horizontal distribution ribs, the vertical distribution ribs and the tie bars so as to obtain the steel bar engineering quantity of the main ribs, namely the horizontal distribution ribs, the vertical distribution ribs and the tie bars, and finally forming a complete concrete wall steel bar three-dimensional system consisting of the horizontal additional ribs, the horizontal distribution ribs, the vertical distribution ribs and the tie bars, as shown in fig. 9, so that the integrity of the BIM model is ensured and the accurate steel bar engineering quantity is obtained at the same time. Wherein, the sum of the height of the compressed concrete wall component and the height of the main concrete wall component is the height of the pipe gallery concrete wall body, namely the compressed concrete wall component and the main concrete wall component are superposed and combined to form the pipe gallery concrete wall component corresponding to the comprehensive pipe gallery concrete wall body. This piping lane concrete wall can be utility tunnel concrete wall.
In summary, the method for calculating the additional reinforcement fine-grained amount of the pipe gallery concrete wall based on the BIM technology provided by the embodiment flexibly combines and applies the functions of the existing BIM computer software and the modeling method through an innovative mode, edits and adjusts the bending anchor length of the reinforcement according to the drawing node labels, so that the BIM modeling is practical in field production, the problem that the BIM calculation software cannot directly draw and calculate the horizontal additional reinforcement of the wall body of the comprehensive pipe gallery through the existing functions and methods is solved, the fussy engineering calculation work is changed into simple and orderly, the working efficiency is greatly improved, the working intensity of budgeters is reduced, accurate engineering data are provided for all parties participating in construction engineering, the cost is reduced and the efficiency is improved really, and the huge market demand is met. Meanwhile, compared with the traditional manual calculation method and a mode of directly inputting a calculation result by software, the method greatly improves the engineering calculation amount efficiency, reduces the difference between the construction drawing budget amount and the field actual sample turning amount, ensures the integrity of the BIM model and the accuracy of the reinforcing steel bar amount, solves the problem of short board of the operation function of the conventional BIM calculation amount software, and provides accurate data support for all parties participating in the engineering.
The embodiment of the system comprises:
Referring to fig. 10, it is a block flow diagram of a system for adding a reinforcement refining amount to a concrete wall of a pipe gallery based on a BIM technique according to an embodiment of the present invention. As shown, the system includes: the left additional rib arranging module 100, the right additional rib arranging module 200, the additional rib attribute wall height adjusting module 300 and the main rib attribute wall modeling module 400 are used for inputting and defining category parameters of single-row horizontal additional ribs in an attribute list of a left concrete wall member, inputting bent anchor values in concrete wall node setting of the horizontal additional ribs, and performing summary calculation and locking on the horizontal additional ribs of the left concrete wall member; the category parameters of the horizontal additional ribs comprise the types, specifications and arrangement intervals of the horizontal additional ribs; the right additional rib arrangement module 200 is configured to input and define category parameters of single-row horizontal additional ribs in an attribute list of the right concrete wall member, input a bending anchor value in the concrete wall node setting of the horizontal additional ribs, and perform summary calculation and locking on the horizontal additional ribs of the right concrete wall member; the left side concrete wall component and the right side concrete wall component which are provided with the single-row horizontal additional ribs form an integral concrete wall component with the attribute of the horizontal additional ribs, and the single-row horizontal additional ribs on the left side concrete wall component and the right side concrete wall component are combined into a complete continuous bent horizontal additional reinforcing steel bar primitive; the added rib attribute wall height adjusting module 300 is used for adjusting the elevation and the height of the integral concrete wall member with the horizontal added rib attribute after the horizontal added ribs in the left added rib arrangement module and the right added rib arrangement module are locked, so that the integral concrete wall member with the horizontal added rib attribute is subjected to height compression to obtain a compressed concrete wall member, and an arrangement space of a main concrete wall with the main rib attribute is reserved; the main reinforcement attribute wall modeling module 400 is used for respectively building concrete walls with main reinforcement attributes on the left side and the right side, drawing and forming a main concrete wall component, adjusting the elevation and the height of the main concrete wall component, enabling the main concrete component and the compressed concrete component to be superposed and combined, and performing summary calculation and locking on main reinforcements of the main concrete wall component, so that a concrete wall reinforcement three-dimensional system formed by combining horizontal additional reinforcements and the main reinforcements is formed.
Preferably, the sum of the height of the compressed concrete wall member and the height of the main concrete wall member is the height of the concrete wall body of the pipe gallery.
Preferably, the cage bar comprises: horizontal distribution muscle, vertical distribution muscle and lacing wire.
Preferably, the left additional rib arrangement module 100 and/or the right additional rib arrangement module 200 are further configured to newly construct a concrete wall element by means of BIM software to form a left concrete wall element or a right concrete wall element before performing horizontal additional rib input and definition of a single row.
For specific implementation processes of the left additional rib arrangement module 100, the right additional rib arrangement module 200, the additional rib attribute wall height adjustment module 300, and the main rib attribute wall modeling module 400, reference may be made to the above method embodiments, and details are not repeated herein in this embodiment.
Since the fine computation method embodiment has the above effects, the fine computation apparatus embodiment also has corresponding technical effects.
In the description provided herein, numerous specific details are set forth. However, it is understood that embodiments of the disclosure may be practiced without these specific details. In some instances, well-known methods, structures and techniques have not been shown in detail in order not to obscure an understanding of this description.
Those skilled in the art will appreciate that the modules in the device in an embodiment may be adaptively changed and disposed in one or more devices different from the embodiment. The modules or units or components in the embodiments may be combined into one module or unit or component, and furthermore, may be divided into a plurality of sub-modules or sub-units or sub-components. All of the features disclosed in this specification (including any accompanying claims, abstract and drawings), and all of the processes or elements of any method or apparatus so disclosed, may be combined in any combination, except combinations where at least some of such features and/or processes or elements are mutually exclusive. Each feature disclosed in this specification (including any accompanying claims, abstract and drawings) may be replaced by alternative features serving the same, equivalent or similar purpose, unless expressly stated otherwise. Reference to step numbers in this specification is only for distinguishing between steps and is not intended to limit the temporal or logical relationship between steps, which includes all possible scenarios unless the context clearly dictates otherwise.
Moreover, those skilled in the art will appreciate that while some embodiments described herein include some features included in other embodiments, rather than other features, combinations of features of different embodiments are meant to be within the scope of the disclosure and form different embodiments. For example, any of the embodiments claimed in the claims can be used in any combination.
Various component embodiments of the disclosure may be implemented in hardware, or in software modules running on one or more processors, or in a combination thereof. The present disclosure may also be embodied as device or system programs (e.g., computer programs and computer program products) for performing a portion or all of the methods described herein. Such programs implementing the present disclosure may be stored on a computer-readable medium or may be in the form of one or more signals. Such a signal may be downloaded from an internet website or provided on a carrier signal or in any other form.
It should be noted that the above-mentioned embodiments illustrate rather than limit the disclosure, and that those skilled in the art will be able to design alternative embodiments without departing from the scope of the appended claims. The word "comprising" does not exclude the presence of elements or steps not listed in a claim. The word "a" or "an" preceding an element does not exclude the presence of a plurality of such elements. The disclosure may be implemented by means of hardware comprising several distinct elements, and by means of a suitably programmed computer. In the unit claims enumerating several systems, several of these systems may be embodied by one and the same item of hardware.
The foregoing is directed to embodiments of the present disclosure, and it is noted that numerous improvements, modifications, and variations may be made by those skilled in the art without departing from the spirit of the disclosure, and that such improvements, modifications, and variations are considered to be within the scope of the present disclosure.
Claims (8)
1. A method for accurately calculating the additional ribs of a concrete wall of a pipe gallery based on a BIM technology is characterized by comprising the following steps:
arranging left additional ribs, namely inputting and defining category parameters of single-row horizontal additional ribs in an attribute list of a left concrete wall member, inputting bending anchor values in concrete wall node setting of the horizontal additional ribs, and performing summary calculation and locking on the horizontal additional ribs of the left concrete wall member; the category parameters of the horizontal additional ribs comprise the types, specifications and arrangement intervals of the horizontal additional ribs;
arranging right additional ribs, namely inputting and defining category parameters of single-row horizontal additional ribs in an attribute list of a right concrete wall member, inputting bending anchor values in concrete wall node setting of the horizontal additional ribs, and performing summary calculation and locking on the horizontal additional ribs of the right concrete wall member; the left side concrete wall component and the right side concrete wall component which are provided with the single-row horizontal additional ribs form an integral concrete wall component with the attribute of the horizontal additional ribs, and the single-row horizontal additional ribs on the left side concrete wall component and the right side concrete wall component are combined into a complete continuous bent horizontal additional reinforcing steel bar primitive;
A step of height adjustment of the wall body with the additional rib attribute, which is to perform height compression on the integral concrete wall member with the horizontal additional rib attribute to obtain a compressed concrete wall member by performing elevation and height adjustment on the integral concrete wall member with the horizontal additional rib attribute after the horizontal additional ribs in the step of arranging the left additional ribs and the step of arranging the right additional ribs are locked, so as to reserve an arrangement space of a main concrete wall with the main rib attribute;
and a main reinforcement attribute wall modeling step, namely, respectively building concrete walls with main reinforcement attributes on the left side and the right side, drawing to form a main concrete wall member, adjusting the elevation and the height of the main concrete wall member, superposing and combining the main concrete member and the compressed concrete member, and summarizing and locking the main reinforcements of the main concrete wall member so as to form a concrete wall reinforcement three-dimensional system combining horizontal additional reinforcements and main reinforcements.
2. The BIM technology-based pipe gallery concrete wall additional bar fine calculation method according to claim 1, wherein the sum of the height of the compressed concrete wall member and the height of the main concrete wall member is the height of the pipe gallery concrete wall body.
3. The BIM technology-based method for refining computing quantity of the additional ribs of the concrete wall of the pipe gallery according to claim 1, wherein the main ribs comprise: horizontal distribution muscle, vertical distribution muscle and lacing wire.
4. The BIM technology-based method for refining the additional bar of the concrete wall of the pipe gallery according to any one of claims 1 to 3,
in the step of arranging the left additional bead and/or the step of arranging the right additional bead, before performing input and definition of a single row of horizontal additional beads, the method further includes: the concrete wall elements are newly constructed by means of the BIM software to form either the left concrete wall element or the right concrete wall element.
5. The utility model provides a piping lane concrete wall attaches system that muscle becomes more meticulous calculation volume based on BIM technique which characterized in that includes:
the left additional rib arrangement module is used for inputting and defining category parameters of single-row horizontal additional ribs in an attribute list of the left concrete wall member, inputting bending anchor values in concrete wall body node setting of the horizontal additional ribs, and performing summary calculation and locking on the horizontal additional ribs of the left concrete wall member; the category parameters of the horizontal additional ribs comprise the types, specifications and arrangement intervals of the horizontal additional ribs;
The right additional rib arrangement module is used for inputting and defining category parameters of single-row horizontal additional ribs in an attribute list of a right concrete wall member, inputting bending anchor values in the concrete wall body node setting of the horizontal additional ribs, and performing summary calculation and locking on the horizontal additional ribs of the right concrete wall member; the left concrete wall component and the right concrete wall component which are provided with the single-row horizontal additional ribs form an integral concrete wall component with the attribute of the horizontal additional ribs, and the single-row horizontal additional ribs on the left concrete wall component and the right concrete wall component are combined into a complete continuous bent horizontal additional reinforcing steel bar primitive;
the additional rib attribute wall body height adjusting module is used for adjusting the elevation and the height of the integral concrete wall member with the attribute of the horizontal additional ribs after the horizontal additional ribs in the left additional rib arrangement module and the right additional rib arrangement module are locked, so that the integral concrete wall member with the attribute of the horizontal additional ribs is subjected to height compression to obtain a compressed concrete wall member, and an arrangement space of a main concrete wall with the attribute of the main ribs is reserved;
And the main reinforcement attribute wall modeling module is used for respectively building concrete walls with main reinforcement attributes on the left side and the right side, drawing and forming main concrete wall components, adjusting the elevation and the height of the main concrete wall components, superposing and combining the main concrete components and the compressed concrete components, and summarizing and calculating and locking main reinforcements of the main concrete wall components so as to form a concrete wall reinforcement three-dimensional system combining horizontal additional reinforcements and main reinforcements.
6. The BIM technology-based pipe gallery concrete wall reinforcement calculation amount system according to claim 5, wherein the sum of the height of the compressed concrete wall member and the height of the main concrete wall member is the height of the pipe gallery concrete wall body.
7. The BIM technology-based system for adding a reinforcement fine calculation amount to a concrete wall of a pipe gallery according to claim 5, wherein the main reinforcement comprises: horizontal distribution muscle, vertical distribution muscle and lacing wire.
8. The BIM technology based system for adding the reinforcement calculation amount to the concrete wall of the pipe gallery according to any one of claims 5 to 7,
the left additional bar arranging module and/or the right additional bar arranging module are further used for building a concrete wall component through BIM software before single-row horizontal additional bar input and definition is carried out so as to form a left concrete wall component or a right concrete wall component.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110559710.8A CN113343333B (en) | 2021-05-21 | 2021-05-21 | Method and system for finely calculating amount of additional ribs of pipe gallery concrete wall based on BIM technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110559710.8A CN113343333B (en) | 2021-05-21 | 2021-05-21 | Method and system for finely calculating amount of additional ribs of pipe gallery concrete wall based on BIM technology |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN113343333A CN113343333A (en) | 2021-09-03 |
| CN113343333B true CN113343333B (en) | 2022-07-29 |
Family
ID=77470879
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110559710.8A Active CN113343333B (en) | 2021-05-21 | 2021-05-21 | Method and system for finely calculating amount of additional ribs of pipe gallery concrete wall based on BIM technology |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113343333B (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101607886B1 (en) * | 2015-07-30 | 2016-04-11 | 단국대학교 산학협력단 | Automatic generation system of rebar shop drawing using 3D model |
| 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 |
| 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 |
| 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 |
-
2021
- 2021-05-21 CN CN202110559710.8A patent/CN113343333B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101607886B1 (en) * | 2015-07-30 | 2016-04-11 | 단국대학교 산학협력단 | Automatic generation system of rebar shop drawing using 3D model |
| 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 |
| 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 |
| 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 |
Non-Patent Citations (4)
| Title |
|---|
| BIM在道路设施养护中的应用需求与创新;伍朝辉等;《交通运输研究》;20200615(第03期);全文 * |
| BIM技术在绿色建筑领域应用研究;张淼;《住宅与房地产》;20180305(第07期);全文 * |
| 基于BIM技术的钢筋算量应用研究;高涛等;《山东建筑大学学报》;20201015(第05期);全文 * |
| 浅谈广联达钢筋算量软件――基础部分应用技巧;罗剑;《四川水泥》;20200215(第02期);全文 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN113343333A (en) | 2021-09-03 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Lee et al. | Efficiency analysis of Set-based Design with structural building information modeling (S-BIM) on high-rise building structures | |
| CN109408912B (en) | Special-shaped component parameterized modeling method based on Revit secondary development | |
| CN108595883B (en) | Two-dimensional railway bridge three-dimensional BIM rapid modeling method | |
| CN111177831A (en) | BIM technology-based steel bar three-dimensional modeling and automatic calculation method | |
| CN111395520B (en) | Prefabricated column and superposed beam deep design method based on CAD and WebGl fabricated structures | |
| CN111027123B (en) | BIM model-based cable structure bridge design method | |
| CN110427653A (en) | Parametrization collision detection and modified method based on BIM | |
| CN103914589A (en) | Power tower single-line model fast generating method | |
| CN110096828A (en) | The modeling and construction method of the elongated muscle in floor Vierendeel girder top or bearing rod based on BIM technology | |
| Jiang et al. | Supporting automated Constructability checking for formwork construction: An ontology | |
| CN113343333B (en) | Method and system for finely calculating amount of additional ribs of pipe gallery concrete wall based on BIM technology | |
| CN107622665B (en) | Traffic distribution method for interaction of macroscopic traffic simulation system and microscopic traffic simulation system | |
| CN112035906A (en) | Diversified slag flushing ditch inlet electric calculation combination modeling fine adjustment method | |
| CN112507425A (en) | BIM technology-based multi-level slope modeling method for power transformation engineering | |
| CN106997416A (en) | Utilize the multistage model stepped mixing loading method of BIM technology | |
| CN112417575B (en) | BIM combined modeling method and system for special-shaped wall and special-shaped top plate | |
| CN109684739A (en) | A kind of reinforcement parameter generation method, device and equipment based on BIM model | |
| CN116070311A (en) | BIM forward design method for long and large bridge | |
| CN112597646B (en) | Modeling method and system for cross crossover, computer equipment and readable medium | |
| Baran et al. | Structural Engineering by way of BIM | |
| CN114547761A (en) | High-precision model-based prefabricated part steel bar optimization method and system | |
| CN113505411A (en) | Digital formation method of structure construction drawing | |
| Liu et al. | Research on virtual construction in the construction phase and its 4D LOD analysis | |
| CN111143935A (en) | Automatic design method of three-dimensional concrete viaduct | |
| CN104123406A (en) | Shale gas fracturing construction 3000 type equipment placing simulation method and realization |
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 |