JP2017208018A - Bar arrangement design support device and bar arrangement design support program - Google Patents

Bar arrangement design support device and bar arrangement design support program Download PDF

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JP2017208018A
JP2017208018A JP2016101462A JP2016101462A JP2017208018A JP 2017208018 A JP2017208018 A JP 2017208018A JP 2016101462 A JP2016101462 A JP 2016101462A JP 2016101462 A JP2016101462 A JP 2016101462A JP 2017208018 A JP2017208018 A JP 2017208018A
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reinforcing bar
interference
specified
movement
bar
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JP6742811B2 (en
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中島 徹
Toru Nakajima
徹 中島
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Aakitekkukk
Architec KK
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Architec KK
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Abstract

PROBLEM TO BE SOLVED: To provide a bar arrangement design support device and a bar arrangement design support program, which quickly adapt a specification of a bar which includes other bar, such as a stirrup, to change of a shape or arrangement of a bar which is adjacent to or inscribes to the above-mentioned bar.SOLUTION: There are provided a bar arrangement design support device and a bar arrangement design support program, which have interference avoidance means for performing correction so as to avoid interference or linkage failure, to positional data of a designated bar A or of other bar, in which, interference with other bar, or linkage failure with other bar occurs, following to movement of the designated bar A.SELECTED DRAWING: Figure 1

Description

本発明は、コンピュータを用いて躯体の配筋設計画像を編集する配筋設計支援装置及び配筋設計支援プログラムに関する。   The present invention relates to a bar arrangement design support apparatus and bar arrangement design support program for editing a bar arrangement design image of a cadaver using a computer.

今日、コンピュータを用いて躯体の配筋設計を支援する装置や、コンピュータに躯体の配筋を支援する機能を与えるプログラムが複数提供されている(例えば下記特許文献1参照)。
また、躯体の配筋設計に際して、特に、スターラップユニットの設計を支援する装置も提供されている(例えば下記特許文献2参照)。
2. Description of the Related Art Nowadays, there are provided a plurality of apparatuses that use a computer to support frame arrangement design and a program that gives a computer a function that supports frame arrangement (see, for example, Patent Document 1 below).
In addition, an apparatus for supporting the design of the stirrup unit is also provided in particular in designing the arrangement of the frame (see, for example, Patent Document 2 below).

特開2013−125383号公報JP 2013-125383 A 特開平6−248800号公報JP-A-6-248800

しかしながら、従来の配筋設計支援装置や配筋支援プログラムは、新規設計において個々の鉄筋やセットとなった鉄筋群を順次配置していく場合には様々な便宜が施されているものの、いったん配置した鉄筋や鉄筋群に対して修正を施す際には、一の鉄筋に対する配置の修正が複数の鉄筋の配置や加工形状に対して及ぼす影響回避への便宜が施されず、その作業は極めて煩雑なものとなる。
例えば、梁の配筋設計において主筋を移動させると、当該主筋が内接する多くのスターラップの形態や配置(以下「仕様」という)に影響を与えることとなり、その作業に極めて大きな労力を要することが問題となっていた。
However, the conventional bar arrangement design support device and bar arrangement support program provide various conveniences when arranging individual reinforcing bars and a set of reinforcing bars sequentially in a new design, but once they are arranged When making corrections to a rebar or group of reinforcing bars, there is no convenience to avoiding the effect of the modification of the arrangement of one reinforcing bar on the arrangement or processing shape of multiple reinforcing bars, which is extremely complicated. It will be something.
For example, if the main bar is moved in the bar arrangement design of the beam, it will affect the shape and arrangement of many stirrups inscribed by the main bar (hereinafter referred to as “specifications”), and the work requires a great deal of effort. Was a problem.

本発明は、上記実情に鑑みてなされたものであって、スターラップなど他の鉄筋を内包し又は交差する鉄筋の仕様を、当該鉄筋に内接し又は近接する鉄筋の形態又は配置の変更に対して即座に適合させる配筋設計支援装置及び配筋設計支援プログラムの提供を目的とする。   The present invention has been made in view of the above circumstances, and the specification of a reinforcing bar that encloses or intersects other reinforcing bars such as stirrup is used to change the form or arrangement of reinforcing bars that are inscribed in or close to the reinforcing bars. It is an object of the present invention to provide a bar arrangement design support device and a bar arrangement design support program that can be adapted immediately.

上記課題を解決するためになされた本発明による配筋設計支援装置は、指定鉄筋の位置データを検出する指定鉄筋位置検出手段と、前記指定鉄筋の移動に伴い干渉が生じる従鉄筋の位置データに、前記干渉を回避するように前記従鉄筋の干渉部を前記指定鉄筋の移動方向へ退避させる修正を施す干渉等回避手段を備え、前記干渉等回避手段に、前記指定鉄筋の移動に伴う前記従鉄筋との干渉の有無を検出する干渉等検知手段と、前記従鉄筋の干渉部を前記指定鉄筋の移動方向へ当該干渉部を消滅させる量だけ移動させ、又は前記従鉄筋の干渉部を前記指定鉄筋の移動方向へ当該干渉部を消滅させる形状に変形させる干渉等修正手段と、退避前の前記従鉄筋の位置データを退避後の位置データで更新するデータ更新手段を備えることを特徴とする。   The reinforcing bar design support apparatus according to the present invention, which has been made to solve the above-described problems, includes designated reinforcing bar position detecting means for detecting the position data of the designated reinforcing bar, and position data of the secondary reinforcing bar that causes interference due to the movement of the designated reinforcing bar. An interference avoiding means for performing a correction for retracting the interference portion of the secondary reinforcing bar in the moving direction of the designated reinforcing bar so as to avoid the interference, and the interference avoiding means includes the slave following the movement of the designated reinforcing bar. Detecting means for detecting the presence or absence of interference with a reinforcing bar, and moving the interference part of the secondary reinforcing bar in the moving direction of the designated reinforcing bar by an amount that eliminates the interference part, or specifying the interference part of the secondary reinforcing bar It is characterized by comprising a means for correcting interference etc. for deforming the interference part into a shape that eliminates the interference part in the moving direction of the reinforcing bar, and a data updating means for updating the position data of the secondary reinforcing bar before retraction with the position data after retraction. .

本発明による配筋設計支援装置は、例えば、前記干渉等検知手段は、前記指定鉄筋の移動に伴う当該指定鉄筋の移動軌跡を導く移動軌跡検出手段と、前記指定鉄筋の移動に伴う前記移動軌跡と前記従鉄筋との交差部を導く交差部検出手段を備え、前記干渉等修正手段は、前記指定鉄筋の移動に伴って前記従鉄筋の交差部が移動する変形面を導く変形面検出手段と、前記従鉄筋の移動位置における前記交差部の位置を導く移動点算出手段と、前記従鉄筋の変形基点を導く変形基点算出手段と、前記指定鉄筋の移動に伴って当該指定鉄筋との干渉を回避するように前記従鉄筋を変形させる鉄筋変形手段と、退避前の前記従鉄筋の位置データを退避後の位置データで更新するデータ更新手段を備える構成を採ることができる。
また、前記指定鉄筋の移動に伴い前記交差部を挟む一対の従動部の長さを導く従動部長算出手段と、規定長未満の前記従動部を前記指定鉄筋の移動方向へ平行移動させる前記干渉等修正手段を備える構成を採ってもよい。
尚、ここで移動軌跡は、前記指定鉄筋の移動前後の位置を最短距離で結ぶ面又は線を含む面又は線を言う。
In the reinforcing bar design support apparatus according to the present invention, for example, the interference detection unit detects a movement locus of the designated reinforcing bar accompanying the movement of the designated reinforcing bar, and the movement locus associated with the movement of the designated reinforcing bar. And an intersecting portion detecting means for guiding an intersecting portion between the reinforcing bar and the secondary reinforcing bar, wherein the interference correcting means is a deformation surface detecting means for guiding a deforming surface on which the intersecting portion of the secondary reinforcing bar moves with the movement of the designated reinforcing bar. , Movement point calculation means for deriving the position of the crossing portion at the position of movement of the secondary reinforcing bar, deformation base point calculation means for deriving the deformation base point of the secondary reinforcing bar, and interference with the specified reinforcement as the specified reinforcement moves It is possible to adopt a configuration comprising reinforcing bar deformation means for deforming the secondary reinforcing bar so as to avoid, and data updating means for updating the position data of the secondary reinforcing bar before saving with the positional data after saving.
Further, driven part length calculating means for guiding the length of a pair of driven parts sandwiching the intersecting part with the movement of the specified reinforcing bar, the interference for moving the driven part less than a specified length in the moving direction of the specified reinforcing bar, etc. You may take the structure provided with a correction means.
Here, the movement trajectory refers to a surface or a line including a surface or a line connecting the positions of the specified reinforcing bars before and after the movement with the shortest distance.

異なる処理を行う干渉等回避手段を備える配筋設計支援装置として、指定鉄筋の位置データを検出する指定鉄筋位置検出手段と、前記指定鉄筋の移動に伴い他の鉄筋との干渉又は他の鉄筋との連係不良が生じる指定鉄筋の位置データに、前記干渉又は連係不良を回避するように前記指定鉄筋に修正を施す干渉等回避手段を備え、前記干渉等回避手段に、前記指定鉄筋の移動に伴う従鉄筋との干渉又は連係不良の有無を検出する干渉等検知手段と、前記指定鉄筋の干渉部又は連係不良部を当該干渉又は連係不良を解消させる量だけ移動させ、又は前記指定鉄筋の干渉部又は連係不良部を当該干渉又は連係不良を解消させる形状に変形させる干渉等修正手段と、修正前の前記指定鉄筋の位置データを修正後の位置データで更新するデータ更新手段を備える配筋設計支援装置が挙げられる。   As a reinforcing bar design support apparatus including means for avoiding interference such as interference that performs different processing, the specified reinforcing bar position detecting means for detecting the position data of the specified reinforcing bar, and interference with other reinforcing bars or other reinforcing bars as the specified reinforcing bar moves The position data of the specified reinforcing bar in which the linkage failure occurs is provided with interference avoiding means for correcting the specified reinforcing bar so as to avoid the interference or linkage failure, and the interference avoiding means is accompanied by the movement of the specified reinforcing bar. Detection means such as interference detecting whether or not there is interference with the secondary reinforcing bar or poor linkage, and the interference part or bad linkage part of the designated reinforcing bar is moved by an amount that eliminates the interference or poor linkage, or the interference part of the designated reinforcing bar Or an interference correction unit that transforms the linkage failure portion into a shape that eliminates the interference or linkage failure, and a data update unit that updates the position data of the designated reinforcing bar before the correction with the corrected position data. Reinforcement design support apparatus comprising the like.

前記干渉等検知手段は、前記指定鉄筋の移動に伴う当該指定鉄筋の移動軌跡を導く移動軌跡検出手段と、前記指定鉄筋の移動に伴う前記移動軌跡と交差し又は移動後の前記指定鉄筋と所定距離以上に離隔する従鉄筋を検出する問題鉄筋検出手段と、前記指定鉄筋の移動に伴って当該指定鉄筋の分割点が移動する変形面を導く変形面検出手段と、前記変形面と交差する前記従鉄筋を特定し当該従鉄筋の交差部を導く交差部検出手段を備え、前記干渉等修正手段は、前記分割点の位置を導く分割点算出手段と、前記指定鉄筋の変形基点を導く変形基点算出手段と、前記指定鉄筋の移動に伴って前記従鉄筋との干渉を回避し、又は前記従鉄筋との連係を維持するように前記指定鉄筋を変形させる鉄筋変形手段と、退避直前の前記指定鉄筋の位置データを退避後の位置データで更新するデータ更新手段を備える構成を採ることができる。   The means for detecting interference, etc. includes a movement trajectory detecting means for guiding a movement trajectory of the designated reinforcing bar accompanying the movement of the designated reinforcing bar, and a predetermined trajectory crossing the movement locus associated with the movement of the designated reinforcing bar and the predetermined reinforcing bar. A problem reinforcing bar detecting means for detecting a secondary reinforcing bar that is separated by more than a distance; a deformation surface detecting means for guiding a deformation surface in which a dividing point of the specified reinforcing bar moves as the specified reinforcing bar moves; and the crossing the deformation surface Intersection detection means for identifying a secondary reinforcing bar and guiding an intersection of the secondary reinforcing bars, wherein the interference correction means includes a dividing point calculating means for deriving a position of the dividing point, and a deformation base point for deriving a deformation base point of the specified reinforcing bar Calculation means, rebar deformation means for deforming the specified reinforcing bar so as to avoid interference with the secondary reinforcing bar with movement of the specified reinforcing bar, or maintain the linkage with the secondary reinforcing bar, and the designation immediately before retraction Reinforcing bar position day Can take a structure comprising data updating means for updating at the position data after saving the.

配筋設計支援装置は、例えば、前記指定鉄筋位置検出手段で検出された指定鉄筋の属性を判別し前記干渉等回避手段で行う処理を振り分ける鉄筋判別手段を備える構成を採ることができる。   For example, the reinforcing bar design support device may include a reinforcing bar determination unit that determines the attribute of the specified reinforcing bar detected by the specified reinforcing bar position detection unit and distributes the processing performed by the avoidance unit for interference and the like.

上記課題を解決するためになされた本発明による配筋設計支援プログラムは、指定鉄筋の移動に伴い他の鉄筋との干渉又は他の鉄筋との連係不良が生じる指定鉄筋又はその従鉄筋の位置データに、前記干渉又は連係不良を回避するように修正を施す干渉等回避手段を備える配筋設計支援装置として機能するコンピュータに、上記いずれかの配筋設計支援装置として機能させることを特徴とする。   The bar arrangement design support program according to the present invention, which has been made to solve the above-described problems, is the position data of the specified reinforcing bar or the corresponding reinforcing bar that causes interference with other reinforcing bars or poor linkage with other reinforcing bars as the specified reinforcing bars move. In addition, a computer functioning as a reinforcing bar design support apparatus including an interference avoidance unit that performs correction so as to avoid the interference or poor linkage is caused to function as any one of the above reinforcing bar design support apparatuses.

本発明による配筋設計支援装置及び配筋設計支援プログラムによれば、いったん配置した鉄筋や鉄筋群に対して修正を施す際に、指定鉄筋に対する配置の修正の結果、複数の鉄筋の配置や加工形状に対して及ぶ影響を即座に回避することができ、別途、干渉回避作業を行う手間を省くことができるため、いったん配置した鉄筋や鉄筋群に対する修正の容易化に寄与すると共に、干渉回避作業のし忘れなどの事故を防止することができる。   According to the reinforcing bar design support apparatus and the reinforcing bar design support program according to the present invention, when correcting a reinforcing bar or a reinforcing bar group that has already been arranged, the arrangement and processing of a plurality of reinforcing bars are performed as a result of the correction of the arrangement with respect to the specified reinforcing bar. The effect on the shape can be avoided immediately, and the trouble of performing interference avoidance work can be saved separately. Accidents such as forgetting to take care can be prevented.

本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムにより行われる処理の一例を示す概略図である。It is the schematic which shows an example of the process performed by the reinforcement arrangement design support apparatus and arrangement design support program of this invention. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムにより行われる移動軌跡検出手段等の処理の一例を示す説明図である。It is explanatory drawing which shows an example of a process of the movement locus | trajectory detection means etc. which are performed by the reinforcing bar arrangement design support apparatus and reinforcement arrangement design support program by this invention. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムにより行われる処理の一例を示す概略図である。It is the schematic which shows an example of the process performed by the reinforcement arrangement design support apparatus and arrangement design support program of this invention. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムにより行われる交差部検出手段で行われる処理の一例を示す概略図である。It is the schematic which shows an example of the process performed by the crossing part detection means performed by the reinforcement arrangement design support apparatus and arrangement design support program of this invention. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムにより行われる変形面検出手段の処理の一例を示す概略図である。It is the schematic which shows an example of the process of the deformation | transformation surface detection means performed by the reinforcing bar arrangement design assistance apparatus and reinforcement arrangement design assistance program by this invention. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムにより行われる移動点算出手段の処理の一例を示す概略図である。It is the schematic which shows an example of the process of the movement point calculation means performed by the reinforcement arrangement design support apparatus and arrangement design support program by this invention. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムにより行われる変形基点算出手段及び鉄筋変形手段の処理の一例を示す概略図である。It is the schematic which shows an example of the process of the deformation | transformation base point calculation means performed by the reinforcement arrangement design support apparatus and reinforcement arrangement support program by this invention, and a reinforcement deformation | transformation means. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムにより行われる変形基点算出手段、鉄筋変形手段及び円弧部形成手段の処理の一例を示す概略図である。It is the schematic which shows an example of the process of the deformation | transformation base point calculation means performed by the reinforcement arrangement design support apparatus and reinforcement arrangement support program by this invention, a reinforcement deformation means, and a circular arc part formation means. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムにより行われる節点の移動処理の一例を示す概略図である。It is the schematic which shows an example of the movement process of the node performed by the reinforcement arrangement design support apparatus and arrangement design support program of this invention. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムにより行われる円弧部形成手段の処理の一例を示す概略図である。It is the schematic which shows an example of the process of the circular arc part formation means performed with the reinforcement arrangement design support apparatus and reinforcement arrangement support program by this invention. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムの機能構成の一例を示すブロック図である。It is a block diagram which shows an example of a function structure of the reinforcing bar arrangement design support apparatus and reinforcement arrangement design support program by this invention. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムが備える干渉等回避手段の機能構成の一例を示すブロック図である。It is a block diagram which shows an example of a function structure of a means for avoiding interference etc. with which the reinforcing bar arrangement design support device and the reinforcing bar design support program according to the present invention are provided. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムによって行われる処理の一例を示すフローチャートである。It is a flowchart which shows an example of the process performed by the reinforcing bar arrangement design support apparatus and arrangement design support program by this invention. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムによって処理される鉄筋の名称を示す説明図である。It is explanatory drawing which shows the name of the reinforcing bar processed by the reinforcing bar arrangement design support apparatus and the reinforcing bar design support program by this invention. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムにより行われる鉄筋変形手段の処理の一例を示す概略図である。It is the schematic which shows an example of the process of the reinforcing bar deformation | transformation means performed by the reinforcing bar arrangement design support apparatus and reinforcement design support program by this invention. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムにより行われる鉄筋変形手段の処理の一例を示す概略図である。It is the schematic which shows an example of the process of the reinforcing bar deformation | transformation means performed by the reinforcing bar arrangement design support apparatus and reinforcement design support program by this invention. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムにより行われる鉄筋変形手段の処理の一例を示す概略図である。It is the schematic which shows an example of the process of the reinforcing bar deformation | transformation means performed by the reinforcing bar arrangement design support apparatus and reinforcement design support program by this invention. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムにより行われる鉄筋変形手段の処理の一例を示す概略図である。It is the schematic which shows an example of the process of the reinforcing bar deformation | transformation means performed by the reinforcing bar arrangement design support apparatus and reinforcement design support program by this invention. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムにより行われる鉄筋変形手段の処理の一例を示す概略図である。It is the schematic which shows an example of the process of the reinforcing bar deformation | transformation means performed by the reinforcing bar arrangement design support apparatus and reinforcement design support program by this invention. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムにより行われる鉄筋変形手段の処理の一例を示す概略図である。It is the schematic which shows an example of the process of the reinforcing bar deformation | transformation means performed by the reinforcing bar arrangement design support apparatus and reinforcement design support program by this invention. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムにより行われる鉄筋変形手段の処理の一例を示す概略図である。It is the schematic which shows an example of the process of the reinforcing bar deformation | transformation means performed by the reinforcing bar arrangement design support apparatus and reinforcement design support program by this invention. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムにより行われる鉄筋変形手段の処理の一例を示す概略図である。It is the schematic which shows an example of the process of the reinforcing bar deformation | transformation means performed by the reinforcing bar arrangement design support apparatus and reinforcement design support program by this invention. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムにより行われる処理の一例を示す概略図である。It is the schematic which shows an example of the process performed by the reinforcement arrangement design support apparatus and arrangement design support program of this invention. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムが備える干渉等回避手段の機能構成の一例を示すブロック図である。It is a block diagram which shows an example of a function structure of a means for avoiding interference etc. with which the reinforcing bar arrangement design support device and the reinforcing bar design support program according to the present invention are provided. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムによって行われる処理の一例を示すフローチャートである。It is a flowchart which shows an example of the process performed by the reinforcing bar arrangement design support apparatus and arrangement design support program by this invention. 本発明による鉄筋の配筋設計支援装置及び配筋設計支援プログラムによって行われる処理の一例を示すフローチャートである。It is a flowchart which shows an example of the process performed by the reinforcing bar arrangement design support apparatus and arrangement design support program by this invention.

以下、本発明による配筋設計支援装置及び配筋設計支援プログラムの実施の形態を、図面に基づき詳細に説明する。
図11は、本発明の実施形態にかかる配筋設計支援装置の概略を示したブロック図である。
Embodiments of a bar arrangement design support apparatus and bar arrangement design support program according to the present invention will be described below in detail with reference to the drawings.
FIG. 11 is a block diagram showing an outline of a bar arrangement design support apparatus according to an embodiment of the present invention.

この配筋設計支援装置は、設計データに副って入力操作が行なわれる入力手段と、当該入力手段から得た入力情報に基づき躯体の断面リストや軸位置データからなる設計躯体データを生成する設計躯体データ生成手段と、前記設計躯体データを格納する設計躯体データベースと、前記設計躯体データ及び鉄筋計算ルールに基づき、鉄筋の属性、鉄筋のかぶり、定着長、フック爪長さ、曲げR部等の鉄筋データを生成する配筋計算手段と、前記設計躯体データから前記鉄筋データを導くための前記鉄筋計算ルールを格納する鉄筋計算ルールデータベースと、前記設計躯体データから3次元躯体表皮データを作成する躯体表皮計算手段と、前記鉄筋データから3次元鉄筋データを作成する鉄筋計算手段と、前記躯体表皮計算手段及び前記鉄筋計算手段で導かれた図形データ(設計躯体データ、躯体表皮データ又は鉄筋データなど)を所定のファイル形式で格納する図形データベースと、各データベースから指定された情報を検索するデータ検索手段と、前記データ検索手段により検索された前記図形データを画像として生成して出力する画像編集手段とを備える。   This arrangement design support device is designed to generate design housing data including an input means for performing an input operation following design data, and a cross-sectional list of the housing and axis position data based on input information obtained from the input means. Based on the frame data generation means, the design frame database for storing the design frame data, and the design frame data and the reinforcing bar calculation rules, such as the attributes of the reinforcing bars, the covering of the reinforcing bars, the fixing length, the hook claw length, the bending R part, etc. Reinforcing bar calculation means for generating reinforcing bar data, a reinforcing bar calculation rule database for storing the reinforcing bar calculation rule for deriving the reinforcing bar data from the design frame data, and a frame for creating three-dimensional frame skin data from the design frame data Skin calculation means, reinforcing bar calculation means for creating three-dimensional reinforcing bar data from the reinforcing bar data, frame skin calculation means and reinforcing bar calculation Graphic data for storing graphic data (designed body data, body skin data, reinforcing bar data, etc.) derived in steps in a predetermined file format, data retrieval means for retrieving information designated from each database, and the data retrieval Image editing means for generating and outputting the graphic data retrieved by the means as an image.

この配筋設計支援装置は、コンピュータシステムに、配筋設計支援プログラムをインストールすることによって前記配筋設計支援装置として機能し、前記各種機能手段やデータベースをネットワーク上の複数のコンピュータに配置し連携して動作する分散オブジェクト型として展開することも可能である。   This bar arrangement design support apparatus functions as the bar arrangement design support apparatus by installing a bar arrangement design support program in a computer system, and the various functional means and databases are arranged and linked to a plurality of computers on a network. It can also be deployed as a distributed object type that operates in

前記鉄筋計算手段により、生成される個々の鉄筋データは、固有インデックスであるID、名称、材質、半径、形状を表現する線分の位置座標、表皮を表現する三角形群(図14(B))の位置座標を構成要素とし、図形データベースに格納される。   The individual reinforcing bar data generated by the reinforcing bar calculation means includes a unique index ID, name, material, radius, position coordinates of a line segment representing a shape, and a triangle group representing a skin (FIG. 14B). Are stored in the graphic database.

鉄筋の形状を表現する線分は直線部と曲線部と曲げR部から構成される(図14(A))。
円弧からなる曲線部を除く曲線部は、配筋設計支援装置の表示上の便宜として、計算上の精度が許容する範囲において、一時的に細分された複数の円弧に分割して処理される。
また、前記曲線部が変形される場合、又は移動面S1若しくは変形面S2を作る場合は、当該曲線は、一時的に複数の直線に分割して処理される。
A line segment expressing the shape of the reinforcing bar is composed of a straight portion, a curved portion, and a bent R portion (FIG. 14A).
The curved portion excluding the curved portion made up of arcs is processed by being divided into a plurality of temporarily subdivided arcs within the range allowed for calculation accuracy, for the convenience of display of the bar arrangement design support apparatus.
Further, when the curved portion is deformed or when the moving surface S1 or the deformed surface S2 is formed, the curve is temporarily divided into a plurality of straight lines and processed.

前記曲げR部は、鉄筋の屈曲部に形成される。(図14(C))
前記曲げR部は、鉄筋を屈曲加工する際に付される円弧であって、鉄筋の径や材質を考慮してその仕様が規定されている。
前記鉄筋の径や材質から前記曲げR部の具体的仕様を導くための規則情報は、あらかじめ前記鉄筋計算ルールデータベースに入力されており、前記データ検索手段により、鉄筋径と材質をキーとして検索される。
The bent portion R is formed at a bent portion of a reinforcing bar. (Figure 14 (C))
The bending R portion is an arc applied when bending a reinforcing bar, and its specification is defined in consideration of the diameter and material of the reinforcing bar.
Rule information for deriving a specific specification of the bending R portion from the diameter and material of the reinforcing bar is input in advance into the reinforcing bar calculation rule database, and is searched by the data search means using the reinforcing bar diameter and material as a key. The

この例は、前記鉄筋データの編集又は修正を行う機能として、指定鉄筋Aを移動させた結果として、他の鉄筋との干渉又は他の鉄筋との連係不良が生じる指定鉄筋A又は他の鉄筋の位置データに、前記干渉又は連係不良を回避するように修正を施す干渉等回避手段を備える(図3及び図11参照)。
その際、配筋設計支援装置は、前記指定鉄筋Aの移動前後において、前記指定鉄筋Aの位置データを検出する機能として指定鉄筋位置検出手段3を備える(図12参照)。
In this example, as a function of editing or correcting the reinforcing bar data, as a result of moving the specified reinforcing bar A, interference with other reinforcing bars or poor linkage with other reinforcing bars occurs. Interference avoiding means for correcting the position data so as to avoid the interference or the linkage failure is provided (see FIGS. 3 and 11).
At that time, the reinforcing bar design support device includes designated reinforcing bar position detecting means 3 as a function of detecting position data of the designated reinforcing bar A before and after the movement of the designated reinforcing bar A (see FIG. 12).

前記指定鉄筋位置検出手段3は、例えば、配筋状態等を表示した画面において、マウス等の入力手段で操作するカーソルの画面座標(画面の座標系における位置座標)を通る画面に垂直な直線を導き、当該直線を変換行列で実座標に変換し、前記図形データDBを検索して当該直線と交差する鉄筋又は当該直線と規定距離内にある鉄筋を図形データDBから検出し、当該鉄筋を前記指定鉄筋Aとして、当該指定鉄筋Aの芯線aを構成する頂点の位置データを導き保存する処理等を行う。   For example, the specified reinforcing bar position detection means 3 displays a straight line perpendicular to the screen passing through the screen coordinates (position coordinates in the screen coordinate system) of the cursor operated by the input means such as a mouse on the screen displaying the bar arrangement state. The straight line is converted into real coordinates using a transformation matrix, the graphic data DB is searched, and a reinforcing bar that intersects with the straight line or a reinforcing bar within a specified distance from the straight line is detected from the graphic data DB. As the specified reinforcing bar A, a process of deriving and storing the position data of the vertices constituting the core wire a of the specified reinforcing bar A is performed.

この例の配筋設計支援装置は、指定鉄筋位置検出手段3で検出された指定鉄筋Aを、行われるべき処理等に基づいて分類された属性を判別する鉄筋判別手段を備える。
ここで言う前記属性は、「鉄筋部位」「鉄筋径」「鉄筋名称」などであって、「鉄筋部位」,「鉄筋径」,「鉄筋名称」は、梁などのリスト断面入力時に入力される情報で断面リストと躯体の軸線形から作成される個々の鉄筋に属性データとして付与される。
その他、前記属性データには、変形対象となる鉄筋として指定鉄筋Aと従鉄筋Bのいずれを選択するかのスイッチとして、「変形」スイッチが含まれる。
この例では、「変形」スイッチ=オンの場合に、変形の対象として指定鉄筋A自体が選択されることになる。
The reinforcing bar design support device of this example includes reinforcing bar discrimination means for discriminating the attributes of the specified reinforcing bar A detected by the specified reinforcing bar position detection means 3 based on processing to be performed.
The attributes mentioned here are “rebar part”, “rebar diameter”, “rebar name”, etc., and “rebar part”, “rebar diameter”, “rebar name” are input when inputting a cross section of a list of beams, etc. Information is given as attribute data to each reinforcing bar created from the cross-section list and the axis alignment of the frame.
In addition, the attribute data includes a “deformation” switch as a switch for selecting either the specified reinforcing bar A or the secondary reinforcing bar B as a reinforcing bar to be deformed.
In this example, when the “deformation” switch = on, the specified reinforcing bar A itself is selected as an object of deformation.

この例において、前記属性データは、鉄筋データが生成される際に当該鉄筋データに付加される。
前記属性データは、「鉄筋部位」、「鉄筋径」と「鉄筋名称」をインデックスとして、例えば、「鉄筋部位」=梁,「鉄筋径」=D13,「鉄筋名称」=スターラップ、又は「鉄筋部位」=梁,「鉄筋径」=全て,「鉄筋名称」=スターラップ等と指定し、前記「変形」スイッチは、指定鉄筋Aを条件で検索して、指定鉄筋Aの選択と同様に、マウスなどで画面上のカーソルを操作することによって、「変形」スイッチ=オン/オフを記録する。
In this example, the attribute data is added to the reinforcing bar data when the reinforcing bar data is generated.
The attribute data includes, for example, “rebar part” = beam, “rebar diameter” = D13, “rebar name” = stirrup, or “rebar” with “rebar part”, “rebar diameter” and “rebar name” as indexes. “Part” = beam, “rebar diameter” = all, “rebar name” = stirrup, etc., and the “deformation” switch searches for the specified rebar A on condition, and selects the specified rebar A, By operating the cursor on the screen with a mouse or the like, the “deformation” switch = ON / OFF is recorded.

以下、前記「変形」スイッチ=オフである場合の干渉等回避手段について説明する。
この例は、前記鉄筋データの編集又は修正を行う機能として、指定鉄筋Aを移動させた結果として干渉が生じる単一又は複数の従鉄筋Bの位置データに、当該干渉を回避しつつ前記従鉄筋Bの干渉部を前記指定鉄筋Aの移動方向へ退避させる修正を施す干渉等回避手段である(図3参照)。
Hereinafter, a means for avoiding interference and the like when the “deformation” switch is OFF will be described.
In this example, as a function of editing or correcting the reinforcing bar data, position data of a single or a plurality of secondary reinforcing bars B in which interference occurs as a result of moving the specified reinforcing bar A while avoiding the interference are described. Interference or the like avoiding means for performing correction to retract the interference part B in the moving direction of the designated reinforcing bar A (see FIG. 3).

[干渉等回避手段]
この例の前記干渉等回避手段は、前記指定鉄筋Aの移動に伴い当該指定鉄筋AのIDを基に、当該指定鉄筋Aと干渉が生じる従鉄筋Bを特定し、当該従鉄筋Bの位置データの一部を、干渉を回避できる位置データへ即座に変更すると共に、それに伴い変化する関連の図形データを変更するものである(図13参照)。
この例の干渉等回避手段は、前記指定鉄筋Aの移動に伴う前記従鉄筋Bとの干渉の有無を検出する干渉等検知手段1と、前記従鉄筋Bの干渉部を前記指定鉄筋Aの移動方向へ当該干渉部を消滅させる量だけ移動させ、又は前記従鉄筋Bの干渉部を前記指定鉄筋Aの移動方向へ当該干渉部を消滅させる形状に迫出させる干渉等修正手段2を備える(図12参照)。
[Interference avoidance measures]
In this example, the means for avoiding interference, etc. specifies a slave bar B that causes interference with the designated reinforcing bar A based on the ID of the designated reinforcing bar A along with the movement of the designated reinforcing bar A, and position data of the slave bar B Is immediately changed to position data that can avoid interference, and related graphic data that changes accordingly is changed (see FIG. 13).
The avoidance means such as interference in this example includes an interference detection means 1 for detecting presence / absence of interference with the secondary reinforcing bar B accompanying the movement of the specified reinforcing bar A, and movement of the specified reinforcing bar A through the interference portion of the secondary reinforcing bar B. An interference correction unit 2 is provided that moves the interference part in the direction by an amount that causes the interference part to disappear, or causes the interference part of the secondary reinforcing bar B to protrude into a shape that causes the interference part to disappear in the movement direction of the designated reinforcing bar A (see FIG. 12).

<干渉等検知手段>
前記干渉等検知手段1は、前記指定鉄筋Aが移動させられることに伴って形作られる移動軌跡の全体を1つの面(以下「移動面S1」という)として導く移動軌跡検出手段4と、前記指定鉄筋Aの移動に伴う前記移動面S1と交差する前記従鉄筋Bを特定し当該従鉄筋Bの交差部を導く交差部検出手段5を組み合わせて構成される。
<Interference detection means>
The interference detection means 1 includes a movement trajectory detection means 4 that guides the entire movement trajectory formed as the designated reinforcing bar A is moved as one surface (hereinafter referred to as “movement surface S1”), and the designation. The crossover detection means 5 that specifies the secondary reinforcing bar B that intersects the moving surface S1 accompanying the movement of the reinforcing bar A and guides the crossing portion of the secondary reinforcing bar B is combined.

前記干渉等検知手段1は、前記指定鉄筋位置検出手段3で検出した前記指定鉄筋Aの始端及び終端の位置データを検出し、カーソルの画面座標の変化に伴う当該指定鉄筋Aの移動位置の位置データを算出し保存する(図1及び図2参照)。
前記移動軌跡検出手段4は、前記指定鉄筋Aの芯線aの元位置から移動位置に至る当該指定鉄筋Aの芯線aの軌道が形作る面を前記移動面S1として定義し、当該移動面S1を単数又は複数の四辺形で区画し、各四辺形の頂点を当該四辺形の対角線で区画した二つの三角形の頂点としてその位置データを保存する処理を行う(図1(B)参照)。
The interference detection means 1 detects the position data of the start and end of the specified reinforcing bar A detected by the specified reinforcing bar position detecting means 3, and the position of the movement position of the specified reinforcing bar A according to the change of the screen coordinates of the cursor. Data is calculated and stored (see FIGS. 1 and 2).
The movement trajectory detecting means 4 defines a surface formed by the trajectory of the core wire a of the designated reinforcing bar A from the original position of the core wire a of the designated reinforcing bar A to the moving position as the moving surface S1, and the moving surface S1 is singular. Alternatively, a process is performed in which the position data is stored as two triangular vertices divided by a plurality of quadrilaterals and the vertices of each quadrilateral being divided by diagonal lines of the quadrilateral (see FIG. 1B).

以下、前記移動面S1を作成する際の移動軌跡検出手段4の動作を、指定鉄筋Aが直線又は曲線の場合と、移動軌跡が直線又は曲線の場合についてそれぞれ説明する。
(1)移動軌跡が平面の場合
a)前記指定鉄筋Aが直線の場合
その移動面S1は単数の四辺形とする。
b)前記指定鉄筋Aが曲線の場合
前記芯線aを、所望精度を満たす直線で細分し、移動前と移動後の各節点を結ぶ複数の四辺形とする。
(2)移動軌跡が曲面の場合
前記指定鉄筋Aが曲線の場合は、例えば、前記指定鉄筋Aが移動する軌跡の始端となる直線(以下「始端曲線」という)と終端(以下「終端曲線」という)を、所望精度を満たす同数の直線でそれぞれ細分し直線による連続線分(以下「始端連続線分」及び「終端連続線分」という)とする。
この例では、その際、当該指定鉄筋Aの芯線aを、所望精度を満たす直線で細分すると共に、始端連続線分と終端連続線分の節点として、当該指定鉄筋Aの端点が一致するように、各節点間の距離を拡大し又は縮小してコピーする。
Hereinafter, the operation of the movement trajectory detection means 4 when creating the moving surface S1 will be described for the case where the designated rebar A is a straight line or a curve and the case where the movement trajectory is a straight line or a curve, respectively.
(1) When the moving locus is a plane a) When the specified reinforcing bar A is a straight line The moving surface S1 is a single quadrilateral.
b) When the specified reinforcing bar A is a curve The core wire a is subdivided into straight lines that satisfy the desired accuracy, and a plurality of quadrilaterals connecting the nodes before and after the movement are formed.
(2) When the movement trajectory is a curved surface When the specified reinforcing bar A is a curved line, for example, a straight line (hereinafter referred to as a “starting end curve”) and an end (hereinafter referred to as a “ending curve”) that are the starting ends of the trajectory along which the specified reinforcing bar A moves. Are divided into the same number of straight lines satisfying the desired accuracy, and are defined as continuous line segments (hereinafter referred to as “start end continuous line segment” and “end continuous line segment”).
In this example, at that time, the core wire a of the designated reinforcing bar A is subdivided with a straight line that satisfies the desired accuracy, and the end points of the designated reinforcing bar A coincide with each other as the nodes of the starting end continuous line segment and the ending continuous line segment. The distance between each node is enlarged or reduced to copy.

上記の如く求めた始端連続線分と終端連続線分の対応する節点を結んで四辺形が連結したグリッドを作成し、更に、その対角線で分割して構成される三角形の座標を保存する処理を行う(図1(B)又は図2(A)参照)。
指定鉄筋A、移動軌跡が直線部、曲線部又は曲げR部の混合であっても上記(1)及び(2)の節点作成方法を組み合わせてグリッドを作成する。
Create a grid where the quadrilaterals are connected by connecting the corresponding nodes of the starting and ending continuous segments obtained as described above, and save the triangle coordinates that are divided by the diagonal line Perform (see FIG. 1B or FIG. 2A).
The grid is created by combining the node creation methods (1) and (2) above even if the specified reinforcing bar A and the movement trajectory are a mixture of a straight part, a curved part or a bent R part.

前記交差部検出手段5は、移動面S1と交差する従鉄筋Bを、前記データ検索手段により前記図形DBから検索する。
前記交差部検出手段5は、検索された従鉄筋群に含まれる個々の従鉄筋Bについて、その鉄筋データと前記移動面S1との交点を導き、従分割点xとして保存する(図4参照)。
The intersection detection means 5 searches the graphic DB for the secondary reinforcing bar B that intersects the moving surface S1 by the data search means.
The intersection detection means 5 derives the intersection between the reinforcing bar data and the moving surface S1 for each secondary reinforcing bar B included in the searched secondary reinforcing bar group, and stores it as a secondary dividing point x (see FIG. 4). .

<干渉等修正手段>
この例の干渉等修正手段2は、前記指定鉄筋Aの移動に伴って前記従鉄筋Bの従分割点xが移動する変形面S2を導く変形面検出手段6と、前記従鉄筋Bの移動位置における前記従分割点xの位置を導く移動点算出手段7と、前記従鉄筋Bの変形基点pを導く変形基点算出手段8と、前記指定鉄筋Aの移動に伴って当該指定鉄筋Aとの干渉を回避するように前記従鉄筋Bを変形させる鉄筋変形手段9と、退避直前の前記従鉄筋Bの位置データを退避後の位置データで更新するデータ更新手段10を組み合わせて構成される(図12参照)。
<Correction correction means>
In this example, the interference correction means 2 includes a deformation surface detection means 6 that guides a deformation surface S2 in which the secondary split point x of the secondary reinforcing bar B moves as the designated reinforcing bar A moves, and a movement position of the secondary reinforcing bar B. The movement point calculation means 7 for deriving the position of the subdivision point x, the deformation base point calculation means 8 for deriving the deformation base point p of the subrebar B, and the interference with the specified rebar A as the specified rebar A moves. The reinforcing bar deforming means 9 for deforming the secondary reinforcing bar B so as to avoid this and the data updating means 10 for updating the position data of the secondary reinforcing bar B immediately before retraction with the position data after retreating are combined (FIG. 12). reference).

前記変形面検出手段6は、前記従分割点xを含む前記従鉄筋Bの線分の態様に応じて以下のとおり前記変形面S2の法線を決定する。
(1) 前記従分割点xが曲線部上にある場合
a)原則
当該曲線部を構成する細分円弧群に含まれる円弧であって、従分割点xを含む円弧の法線(図5(A)(B)参照)。
b)従分割点xが隣接する円弧との接続点(節点)である場合
隣接する両円弧法線の平均方向法線とする(図5(A)(B)参照)。
(2)前記従分割点xが直線部上にある場合
a)当該直線部のみの場合
前記従分割点xから移動位置の指定鉄筋Aに降ろした足をもとめ、当該足を下ろした点における当該足の方向と指定鉄筋Aの方向との外積方向を法線とする(図4(A)参照)。
b)片端が曲線部に接線として接続している場合
片端が接続している曲線部の円弧面法線とする(図4(B)参照)。
c)両端が曲線部に接線として接続している場合
両端が接続している曲線部の円弧面法線の平均方向を法線とする(図4(B)参照)。
d)片端が曲げR部に接続している場合
当該曲げR部を挟む2辺方向から外積を求め円弧面法線とする。
e)両端が曲げR部に接続している場合
両曲げR部を挟む2辺方向から求めた外積方向の平均方向を法線とする。
The deformation surface detection means 6 determines the normal line of the deformation surface S2 as follows according to the line segment of the secondary reinforcing bar B including the secondary division point x.
(1) When the subdivision point x is on a curved part a) In principle, it is an arc included in the group of subdivided arcs constituting the curved part, and the normal line of the arc including the subdivision point x (FIG. 5A (See (B)).
b) When the subdivision point x is a connection point (node) with an adjacent arc, the average direction normal of both adjacent arc normals is used (see FIGS. 5A and 5B).
(2) When the subdivision point x is on a straight line portion a) When only the straight line portion is found The foot at the point where the foot is lowered from the subdivision point x to the specified reinforcing bar A of the moving position is obtained. The outer product direction of the direction of the foot and the direction of the specified reinforcing bar A is a normal line (see FIG. 4A).
b) When one end is connected to the curved portion as a tangent line The arc surface is normal to the curved portion to which one end is connected (see FIG. 4B).
c) When both ends are connected to the curved portion as tangent lines The average direction of the arc surface normal of the curved portion to which both ends are connected is defined as a normal line (see FIG. 4B).
d) When one end is connected to the bending R portion, the outer product is obtained from the two side directions sandwiching the bending R portion and set as the arc surface normal.
e) When both ends are connected to the bend R portion The average direction of the outer product direction obtained from the two side directions sandwiching both bend R portions is the normal line.

前記移動点算出手段7は、前記従鉄筋Bの移動後の位置における前記従分割点x(以下「移動点x1」という)を、以下の処理を経て導く(図6参照)。
ステップ1:前記指定鉄筋Aの芯線aと前記変形面S2との交点(以下、「指定分割点y」という)を導く。
ステップ2:前記従分割点xと前記指定分割点yを結ぶ直線(以下「移動直線」という)を導く。
ステップ3:前記移動直線と前記指定鉄筋Aの外縁との交点を導き、移動方向側の交点から前記指定鉄筋Aの移動方向へ更に前記従鉄筋Bの半径分だけ隔てた点(移動点x1)を導く(図6参照)。
The movement point calculation means 7 guides the slave division point x (hereinafter referred to as “movement point x1”) at the position after movement of the secondary reinforcing bar B through the following processing (see FIG. 6).
Step 1: An intersection point (hereinafter referred to as “designated division point y”) between the core wire a of the designated reinforcing bar A and the deformation surface S2 is derived.
Step 2: A straight line (hereinafter referred to as “moving straight line”) connecting the subdivision point x and the designated division point y is derived.
Step 3: A point of intersection of the moving straight line and the outer edge of the designated reinforcing bar A is derived, and a point further separated by a radius of the slave reinforcing bar B in the moving direction of the designated reinforcing bar A from the moving direction side intersection (moving point x1) (See FIG. 6).

前記変形基点算出手段8は、例えば、以下の処理を経て規定長を導く(図7参照)。
ステップ1:前記移動点x1と前記従分割点xとの間の距離dを導く。
ステップ2:許容角αを0度から30度の任意の値に設定する。
ステップ3:上記距離d及び許容角αに基づき、d/tanαで得られる長さを規定長として設定する。
尚、前記許容角とは、前記指定鉄筋Aの移動に伴い干渉する前記従鉄筋Bを変形させる際に許容される変形基点pにおける当該従鉄筋Bの屈曲角をいい、許容角αがゼロの場合は無限長とする。
The deformation base point calculation means 8 derives a specified length through, for example, the following processing (see FIG. 7).
Step 1: A distance d between the moving point x1 and the subdivision point x is derived.
Step 2: The allowable angle α is set to an arbitrary value from 0 degrees to 30 degrees.
Step 3: Based on the distance d and the allowable angle α, the length obtained by d / tan α is set as a specified length.
The allowable angle refers to the bending angle of the secondary reinforcing bar B at the deformation base point p allowed when the secondary reinforcing bar B that interferes with the movement of the designated reinforcing bar A is deformed, and the allowable angle α is zero. In this case, the length is infinite.

更に、前記変形基点算出手段8は、左記に求めた規定長から、例えば、以下の処理を経て、従分割点xを挟む両辺上に変形基点pを設け、x−p間の辺を従動部とする(図7(A)参照)。
尚、規定長内に曲げR部がある場合は曲げR部の最寄りの端を変形基点pとし、x−p間の辺を従動部とする(図7(B)参照)。
また、前記従分割点xを挟むいずれかの辺長が前記規定長よりも短く、変形基点pを設けることができない場合は、変形基点不定となりx−端間の辺を従動部とする(図7(C)参照)。
Further, the deformation base point calculation means 8 provides the deformation base point p on both sides sandwiching the secondary division point x from the prescribed length obtained on the left, for example, through the following processing, and sets the side between x-p as the driven part. (See FIG. 7A).
When there is a bending R portion within the specified length, the nearest end of the bending R portion is set as the deformation base point p, and the side between xp is set as the driven portion (see FIG. 7B).
Also, if any side length sandwiching the subdivision point x is shorter than the specified length and the deformation base point p cannot be provided, the deformation base point is indefinite, and the side between the x-end is used as the driven portion (see FIG. 7 (C)).

前記鉄筋変形手段9は、当該鉄筋変形手段9により屈曲した部分に円弧部を形成し新たな曲げR部(以下「新曲げR部」という)とする円弧部形成手段を備える。
前記円弧部形成手段は、指定鉄筋Aの表皮と変形面S2の交点yから当該指定鉄筋Aの断面線形を求め、前記移動ベクトル上に所望の半径に設定された新曲げR部(円弧部)の中心を設ける(図10参照)。
The reinforcing bar deforming means 9 includes a circular arc part forming means that forms a circular arc part at a portion bent by the reinforcing bar deforming means 9 to form a new bent R part (hereinafter referred to as “new bent R part”).
The arc portion forming means obtains a cross-sectional line shape of the designated reinforcing bar A from the intersection point y between the skin of the designated reinforcing bar A and the deformation surface S2, and a new bend R portion (arc portion) set to a desired radius on the movement vector. Is provided (see FIG. 10).

続いて、移動処理又は変形処理の対象となる従動部の線長と規定長の関係から、以下の処理を適宜行う(図8参照)。
(1) 従動部の線長が規定長に満たない場合
当該従動部を移動直線方向に平行移動し、当該従動部と新曲げR部(円弧部)との接線を導く(図8(A)参照)。
(2) 従動部の線長が規定長を備える場合
変形基点pを回転軸として従動部を移動直線方向に回転移動し、新曲げR部(円弧部)との接線を導く(図8(B)参照)。
回転移動を行う従動部が複数の線分を連結して構成される場合は、従分割点xと前記接線の接点を結ぶベクトルを求め、前記線分群の各節点を、前記ベクトルの全長における前記変形基点pからの距離に比例した位置に移動する変形処理を行う(図9参照)。
v2=x1−x
v1=((L0+L1)/L)×v2
v0=(L0/L)×v2
尚、変形前の変形基点pが曲げR部上にある場合には、変形後の当該従動部と当該曲げR部との接点の位置に、当該変形基点p(従動部の端点)を移動し(図8(C)参照)、当該接点(変形基点p)以降を曲げR部の円弧部とする処理を経て、上記変形処理後の鉄筋の図形データを更新する。
Subsequently, the following processing is performed as appropriate based on the relationship between the line length of the driven portion to be subjected to the movement processing or deformation processing and the specified length (see FIG. 8).
(1) When the line length of the driven portion is less than the specified length, the driven portion is translated in the moving linear direction, and the tangent line between the driven portion and the new bending R portion (arc portion) is guided (FIG. 8A). reference).
(2) When the line length of the driven part has a specified length The rotational part is rotated in the moving linear direction with the deformation base point p as the rotation axis, and a tangent to the new bending R part (arc part) is guided (FIG. 8B )reference).
When the driven part that performs rotational movement is configured by connecting a plurality of line segments, a vector that connects the subdivision point x and the contact point of the tangent line is obtained, and each node of the line segment group is determined in the full length of the vector. A deformation process of moving to a position proportional to the distance from the deformation base point p is performed (see FIG. 9).
v2 = x1-x
v1 = ((L0 + L1) / L) × v2
v0 = (L0 / L) × v2
When the deformation base point p before deformation is on the bending R portion, the deformation base point p (end point of the driven portion) is moved to the position of the contact point between the driven portion after deformation and the bending R portion. (Refer to FIG. 8C), the graphic data of the reinforcing bar after the deformation process is updated through the process of making the contact point (deformation base point p) and the subsequent arc part of the bending R part.

前記指定鉄筋Aの移動に伴い、例えば、曲げR部を有しない一連の曲線部が周回することなどによって、一個の従鉄筋について従分割点xが複数発生し、各従分割点xを起点とする前後の規定長が相互に重なる場合には、各分割点xの移動について、各々の移動に伴い修正前の従鉄筋Bの曲線部を、例えば、当該曲線部の各点の法線が当該修正前の従鉄筋の内部に設定した定円の接線となるように伸開させる変形(インボリュート曲線化)を施すことができる(図15及び図16参照)。
その際、前記変形の基点は、修正前の従分割点xから当該従鉄筋Bの周長(以下「環長」という)離隔した隣接する従分割点x、又は修正前の従分割点から環長/2離隔した点とすることができる。
Along with the movement of the designated reinforcing bar A, for example, a series of curved parts having no bending R part circulates, and a plurality of secondary dividing points x are generated for one secondary reinforcing bar. When the specified lengths before and after are overlapped with each other, with respect to the movement of each division point x, the curve part of the secondary reinforcing bar B before correction is associated with each movement, for example, the normal of each point of the curve part is Deformation (involute curving) can be performed so as to be a tangent of a fixed circle set inside the sub-rebar before correction (see FIGS. 15 and 16).
At this time, the base point of the deformation is an adjacent secondary division point x separated from the secondary division point x before correction by the circumference of the secondary reinforcing bar B (hereinafter referred to as “ring length”), or from the secondary division point before correction. The points can be long / 2 apart.

前記指定鉄筋Aの移動に伴って導かれる従鉄筋Bの変形面S2と交差して他の鉄筋(以下「再従鉄筋C」という)が存在する場合(重干渉時)には、前記従鉄筋Bを新たな指定鉄筋Aとみなし、前記変形面S2(新移動面)と交差する全ての再従鉄筋Cについて上記干渉等検知手段1と干渉等修正手段2の処理を繰り返す(図17参照)。
その際、配筋情況によっては、新たな指定鉄筋Aにとっての従鉄筋B(再従鉄筋Cなど)が、更に新たな指定鉄筋Aとなることが多重に重なることで当該処理が無限ループに陥る可能性があるので、 新たな指定鉄筋Aとみなす上限をn世代と予め決めて置く必要がある。
When there is another reinforcing bar (hereinafter referred to as “re-sub-rebar C”) crossing the deformation surface S2 of the secondary reinforcing bar B guided by the movement of the specified reinforcing bar A, the secondary reinforcing bar is present. B is regarded as a new designated reinforcing bar A, and the processes of the interference detection means 1 and the interference correction means 2 are repeated for all the repetitive reinforcing bars C intersecting the deformation surface S2 (new movement surface) (see FIG. 17). .
At that time, depending on the bar arrangement situation, the secondary reinforcing bar B (re-repetitive reinforcing bar C, etc.) for the new designated reinforcing bar A further overlaps with the new designated reinforcing bar A, so that the processing falls into an infinite loop. Since there is a possibility, it is necessary to predetermine the upper limit to be regarded as a new designated reinforcing bar A as n generations.

上記処理において、新たな指定鉄筋A(前記従鉄筋B)の新移動面(前記変形面S2)は、以下の処理を経て定義する。
即ち、修正前の前記従鉄筋Bの従分割点x、曲げR部の始終点及び規定長内に存在する節点、並びに修正後の当該従鉄筋Bの移動点x1、曲げR部又は新曲げRの始終点、規定長内に存在する節点及び変形基点p(以下これらを「オリジナル点P0,a,b,・・・,f,g,h,i,P1(P2)」という)に対面する点(以下これらを「対面点」という)をそれぞれ修正前後の従鉄筋Bに作成し、相互のオリジナル点P0,a,b,・・・, f,g,h,i,P1(P2)と対面点を結ぶ四角形を作成し、更に、各四角形について点を共有しないように対角線を一本引いて複数の三角形を作成する(図18乃至図20参照)。
In the above processing, a new moving surface (the deformed surface S2) of the new designated reinforcing bar A (the secondary reinforcing bar B) is defined through the following processing.
That is, the secondary split point x of the secondary reinforcing bar B before correction, the start and end points of the bending R portion and the nodes existing within the specified length, and the moving point x1, the bending R portion or the new bending R of the secondary reinforcing bar B after correction. Facing the start and end points, nodes existing within the specified length, and deformation base points p (hereinafter referred to as “original points P0, a, b,..., F, g, h, i, P1 (P2)”). Points (hereinafter referred to as “face-to-face points”) are created in the secondary reinforcing bar B before and after the correction, and the original points P0, a, b,..., F, g, h, i, P1 (P2) and A quadrilateral connecting the facing points is created, and a plurality of triangles are created by drawing one diagonal line so as not to share a point for each quadrangle (see FIGS. 18 to 20).

前記対面点は、修正前後の当該従鉄筋Bについて、それぞれ以下の処理を施すことにより導かれる(図18参照)。
(1)修正後の当該従鉄筋Bの始終端間の長さL1と、始終端を同じくする修正前の当該従鉄筋Bの始終端間の長さL0を導くと共に、修正前後の当該従鉄筋Bの始端から当該従鉄筋Bを定義する各点までの距離を導く。
(2)前記始終端間の長さL1に対する当該従鉄筋Bを定義する各点までの距離の割合(以下「各点比」という)を導く。
(3)修正前後の当該従鉄筋Bの各点比を統合する(一致させる)。
(4)前記統合により重複する各点比の一方を除き一方のみを残す。
(5)修正前後の当該従鉄筋Bについて統合された各点比の位置であって、前記オリジナル点の無い位置にそれぞれ対面点を設定する。
The facing points are derived by performing the following processing on the secondary reinforcing bars B before and after correction (see FIG. 18).
(1) The length L1 between the start and end of the secondary reinforcing bar B after the correction and the length L0 between the start and end of the secondary reinforcing bar B before the correction with the same start and end are derived, and the secondary reinforcing bar before and after the correction The distance from the starting end of B to each point defining the secondary reinforcing bar B is derived.
(2) The ratio of the distance to each point defining the secondary reinforcing bar B with respect to the length L1 between the start and end (hereinafter referred to as “point ratio”) is derived.
(3) Integrate (match) the point ratios of the corresponding reinforcing bar B before and after correction.
(4) Leave only one except one of the overlapping point ratios due to the integration.
(5) Face-to-face points are set at the positions of the respective point ratios integrated with respect to the corresponding reinforcing bar B before and after correction, and without the original points.

上記処理を経て、修正前後の当該従鉄筋Bは、それぞれ同じ数の節点を有することとなり、相互の接点を結んで三角形を形成する。
具体例として、節点a、節点b及び節点cの各点比を示すと以下の通りである。
a=(l1/L0)×L1,
b=((l1+l2)/L0)×L1,
c=(l1/L0)×L1,
・・・,となる。
Through the above processing, the secondary reinforcing bars B before and after the correction have the same number of nodes, and form a triangle by connecting the mutual contacts.
As a specific example, the ratio of each of the node a, the node b, and the node c is as follows.
a = (l1 / L0) × L1,
b = ((l1 + l2) / L0) × L1,
c = (l1 / L0) × L1,
....

前記指定鉄筋Aの移動面S1が従鉄筋Bの曲げR部に接している場合は、以下の二通りの場合において、以下の処理を行うことができる。
(1)前記移動面S1が前記従鉄筋Bを横断する場合(図21参照)
(2)前記移動面S1が前記従鉄筋Bを横断しない場合(図22参照)
移動後における曲げR部の中心を、前記指定鉄筋の移動線上(図21参照)、又は移動前における曲げR部の中心から前記移動線の長さの位置(図22参照)に設置する。
When the moving surface S1 of the specified reinforcing bar A is in contact with the bending R portion of the secondary reinforcing bar B, the following processing can be performed in the following two cases.
(1) When the moving surface S1 crosses the secondary reinforcing bar B (see FIG. 21)
(2) When the moving surface S1 does not cross the secondary reinforcing bar B (see FIG. 22)
The center of the bending R part after the movement is set on the movement line of the specified reinforcing bar (see FIG. 21) or at the position of the length of the movement line from the center of the bending R part before the movement (see FIG. 22).

この例の前記干渉等修正手段2は、修正前の前記従鉄筋Bの芯線bの前記位置データを、前記指定鉄筋Aの移動に伴い前記従鉄筋Bに生じる前記交差部について、前記移動点x1を挟んで対をなす前従動部及び後従動部などの要素、並びにその間に生じる円弧部の芯線bを構成する頂点の位置データに更新するデータ更新手段10を備える。   In this example, the interference correction means 2 uses the position data of the core wire b of the secondary reinforcing bar B before correction as the moving point x1 for the intersecting portion generated in the secondary reinforcing bar B as the designated reinforcing bar A moves. A data update means 10 is provided for updating the position data of the apexes constituting the core wire b of the arc portion generated between the elements such as the front driven portion and the rear driven portion that are paired with the core interposed therebetween.

前記データ更新手段10によって芯線bの位置データが更新された前記従鉄筋Bを、前記画像編集手段は、前記データ検索手段により検索されたその図形データを、当該図形データに関連する躯体と共に、前記表皮が付された当該従鉄筋Bの画像として出力する。   The secondary reinforcing bar B whose position data of the core wire b has been updated by the data updating means 10, the image editing means, the graphic data searched by the data searching means, together with the frame related to the graphic data, It outputs as the image of the said secondary reinforcing bar B to which the skin was attached.

以下、前記「変形」スイッチ=オンである場合の干渉等回避手段について説明する。
この例は、前記鉄筋データの編集又は修正を行う機能として、指定鉄筋Aを移動させた結果として単数又は複数の従鉄筋Bとの干渉又は単数又は複数の従鉄筋Bとの連係不良が生じる指定鉄筋Aの位置データに、前記干渉又は連係不良を回避するように修正を施す干渉等回避手段である。
Hereinafter, a means for avoiding interference or the like when the “deformation” switch is ON will be described.
In this example, as a function of editing or correcting the reinforcing bar data, a designation that causes interference with one or more secondary reinforcing bars B or poor linkage with one or multiple secondary reinforcing bars B as a result of moving the specified reinforcing bar A It is an interference avoiding means for correcting the position data of the reinforcing bar A so as to avoid the interference or poor linkage.

[干渉等回避手段]
この例の前記干渉等回避手段は、前記指定鉄筋Aの移動に伴い当該指定鉄筋AのIDを基に、当該指定鉄筋Aと干渉又は連係不良が生じる従鉄筋Bの属性等を特定し、当該指定鉄筋Aの位置データの一部を、干渉を回避できる位置データに変更すると共に、それに伴い変化する関連の図形データを変更するものである。
この例の干渉等回避手段は、前記指定鉄筋Aの移動に伴う前記従鉄筋Bとの干渉又は連係不良の有無を検出する前記干渉等検知手段1と、前記指定鉄筋Aの一部を当該指定鉄筋Aの一部があるべき位置移動させる前記干渉等修正手段2を備える(図23参照)。
[Interference avoidance measures]
The avoidance means for interference, etc. in this example specifies the attributes of the secondary reinforcing bar B that causes interference or poor linkage with the specified reinforcing bar A based on the ID of the specified reinforcing bar A as the specified reinforcing bar A moves, A part of the position data of the specified reinforcing bar A is changed to position data that can avoid interference, and related graphic data that changes accordingly is changed.
The avoidance means such as interference in this example includes the interference detection means 1 for detecting the presence or absence of interference with the secondary reinforcing bar B accompanying the movement of the specified reinforcing bar A, and a part of the specified reinforcing bar A. The correction means 2 for interference etc. for moving the position where a part of the reinforcing bar A should be provided is provided (see FIG. 23).

スターラップ(指定鉄筋A)をその内側に配設されていた主筋の長手方向へ移動させることによって、その内側に配設されていた主筋(従鉄筋B)との間で干渉又は連係不良が生じ、両者の位置関係に、過度の離隔、内外逆転又は重畳が生じるが、ここでは、それらのなかの過度の離隔及び内外逆転が生じた場合に基づいて説明する(図23参照)。   By moving the stirrup (designated rebar A) in the longitudinal direction of the main reinforcing bar arranged inside, interference or poor linkage occurs with the main reinforcing bar (secondary reinforcing bar B) arranged inside the stirrup. In the positional relationship between the two, excessive separation, internal / external reversal or superposition occurs, but here, explanation will be given based on the case where excessive separation and internal / external reversal occur among them (see FIG. 23).

<干渉等検知手段>
前記干渉等検知手段1は、前記指定鉄筋Aが移動させられることに伴って形作られる移動軌跡の全体を1つの移動面S1として導く移動軌跡検出手段4と、前記規定情報に基づき、前記指定鉄筋Aと連携関係にある前記従鉄筋Bであって、前記指定鉄筋Aの移動に伴う前記移動面S1と交差し又は移動後の前記指定鉄筋Aから所定距離以上離隔する前記従鉄筋Bを検出する問題鉄筋検出手段11と、前記指定鉄筋Aの移動に伴って当該指定鉄筋Aの分割点Xが移動する変形面S3を導く変形面検出手段6と、前記変形面S3と交差する前記従鉄筋Bを特定し当該従鉄筋Bの交差部を導く交差部検出手段5を組み合わせて構成される(図24又は図25参照)。
<Interference detection means>
The detection means 1 such as interference is based on the movement information detecting means 4 that guides the entire movement path formed as the specified reinforcing bar A is moved as one moving surface S1, and the specified reinforcing bar based on the specified information. The secondary reinforcing bar B that is linked to A and detects the secondary reinforcing bar B that intersects the moving surface S1 accompanying the movement of the designated reinforcing bar A or is separated from the designated reinforcing bar A after the movement by a predetermined distance or more. The problem reinforcing bar detecting means 11, the deformation surface detecting means 6 for guiding the deformation surface S3 along which the dividing point X of the specified reinforcing bar A moves in accordance with the movement of the specified reinforcing bar A, and the slave bar B intersecting the deformation surface S3. And the intersection detection means 5 for guiding the intersection of the secondary reinforcing bar B is combined (see FIG. 24 or FIG. 25).

前記問題鉄筋検出手段11は、前記指定鉄筋Aの移動に伴って干渉又は連係不良が生じる鉄筋の存在を検証するものである。
この例の前記変形面検出手段6は、前記指定鉄筋Aの移動に干渉又は連係不良が生じる鉄筋が検出された場合に、当該指定鉄筋Aの形状から、前記処理をもって、スターラップが含まれる平面及びその延長面からなる前記変形面S3を、前記指定鉄筋Aの移動前後それぞれについて作成する。
前記交差部検出手段5は、前記変形面S3と交差する従鉄筋Bの切断面を作成し、当該切断面が作成された鉄筋の位置データを保存する処理を行う(図26参照)。
The problem reinforcing bar detection means 11 verifies the presence of a reinforcing bar that causes interference or poor linkage with the movement of the designated reinforcing bar A.
In this example, the deformed surface detecting means 6 is a plane that includes stirrup from the shape of the designated reinforcing bar A according to the above process when a reinforcing bar that interferes with the movement of the designated reinforcing bar A or a linkage failure is detected. And the said deformation | transformation surface S3 which consists of the extension surface is produced about each before and behind the movement of the said designated reinforcing bar A. As shown in FIG.
The intersection detection means 5 performs a process of creating a cut surface of the secondary reinforcing bar B that intersects the deformed surface S3 and storing position data of the reinforcing bar where the cut surface is created (see FIG. 26).

<干渉等修正手段>
この例の干渉等修正手段2は、前記分割点Xの位置を導く分割点算出手段12と、前記従鉄筋の変形基点pを導く変形基点算出手段8と、前記指定鉄筋Aの移動に伴って前記従鉄筋との干渉又は連係不良を回避するように前記指定鉄筋Aを変形させる鉄筋変形手段9と、退避直前の前記指定鉄筋Aの位置データを退避後の位置データで更新するデータ更新手段10を組み合わせて構成される(図24参照)。
<Correction correction means>
In this example, the interference correction unit 2 includes a dividing point calculating unit 12 for deriving the position of the dividing point X, a deformation base point calculating unit 8 for deriving the deformation base point p of the secondary reinforcing bar, and the movement of the designated reinforcing bar A. Reinforcing bar deformation means 9 for deforming the specified reinforcing bar A so as to avoid interference with the secondary reinforcing bar or poor linkage, and data updating means 10 for updating the position data of the specified reinforcing bar A immediately before retraction with the position data after retraction. (See FIG. 24).

前記分割点算出手段12は、移動前後の変形面S3を重ね、移動前後において作成した切断面の中心(以下「切断点」という)を結ぶ移動直線を求めると共に、当該移動直線と移動後の指定鉄筋Aとの交点(分割点X)を求める(図23参照)。
この様にして得た分割点Xを、前記「変形」スイッチ=オフである場合の干渉回避処理における前記従鉄筋Bの従分割点xとみなし、前記従鉄筋Bを移動又は変形する場合と同様に、前記干渉等修正手段2における前記変形基点算出手段8、鉄筋変形手段9及びデータ更新手段10の処理を施すことによって、指定鉄筋Aの移動に伴う従鉄筋Bとの干渉を自動的に回避する。
The dividing point calculation means 12 superimposes the deformation surfaces S3 before and after the movement, obtains a movement straight line connecting the centers of the cut planes created before and after the movement (hereinafter referred to as “cutting points”), and designates the movement straight line and the designation after the movement. The intersection (division point X) with the reinforcing bar A is obtained (see FIG. 23).
The division point X obtained in this way is regarded as the secondary division point x of the secondary reinforcing bar B in the interference avoidance process when the “deformation” switch = off, and is the same as when the secondary reinforcing bar B is moved or deformed. In addition, by performing the processing of the deformation base point calculation means 8, the reinforcing bar deformation means 9 and the data update means 10 in the interference correction means 2, the interference with the secondary reinforcing bar B accompanying the movement of the specified reinforcing bar A is automatically avoided. To do.

図23に示す例は、スターラップを位置P0から位置P1に移動した場合の処理の一例を示したものである。
以下、その具体を順に列挙する。
(1)移動前のスターラップのS3(P0)面から主筋の断面位置T0を求める。
(2)移動後のスターラップのS3(P1)面から主筋の断面位置T1を求める。
(3)S3(P0)とS3(P1)をP0,upV0,S3(P0)法線とP1,upV1,S3(P1)法線から任意位置で重なるように移動する。
(4)T0からT1を結ぶ移動直線を求める。
(5)移動直線とスターラップの芯軸aとの交点を求め、前記従鉄筋Bを移動又は変形する場合の従分割点xとみなす。
The example shown in FIG. 23 shows an example of processing when the stirrup is moved from position P0 to position P1.
The specifics are listed below in order.
(1) The cross section position T0 of the main muscle is obtained from the S3 (P0) plane of the stirrup before the movement.
(2) The cross section position T1 of the main muscle is obtained from the S3 (P1) plane of the stirrup after movement.
(3) S3 (P0) and S3 (P1) are moved from P0, upV0, S3 (P0) normal and P1, upV1, S3 (P1) normal so as to overlap at an arbitrary position.
(4) A moving straight line connecting T0 to T1 is obtained.
(5) The intersection of the moving straight line and the stirrup core axis a is obtained, and is regarded as a secondary division point x when the secondary reinforcing bar B is moved or deformed.

この例の前記干渉等修正手段2は、修正前の前記指定鉄筋Aの芯線aの前記位置データを、修正後の前記指定鉄筋Aの前記分割点X及び当該分割点Xを挟んで対をなす前従動部及び後従動部などの要素、並びにその間に生じる円弧部の芯線aを構成する頂点の位置データに更新するデータ更新手段10を備える。   The correction means 2 for interference in this example makes a pair of the position data of the core wire a of the specified reinforcing bar A before correction with the division point X of the specified reinforcing bar A after correction and the division point X in between. Data updating means 10 is provided for updating the position data of the apexes constituting the core line a of the arc portion generated between the elements such as the front driven portion and the rear driven portion.

前記データ更新手段10によって芯線aの位置データが更新された前記指定鉄筋Aを、前記画像編集手段は、前記データ検索手段により検索し、当該図形データに関連する躯体と共に、前記表皮が付された当該指定鉄筋Aの画像として出力する。   The image editing means searches for the designated reinforcing bar A in which the position data of the core wire a has been updated by the data updating means 10, and the epidermis is attached together with the casing related to the graphic data. Output as an image of the specified reinforcing bar A.

1 干渉等検知手段,2 干渉等修正手段,
3 指定鉄筋位置検出手段,4 移動軌跡検出手段,5 交差部検出手段,
6 変形面検出手段,7 移動点算出手段,8 変形基点算出手段,
9 鉄筋変形手段,10 データ更新手段,
11 問題鉄筋検出手段,12 分割点算出手段,
A 指定鉄筋,a 芯線,
B 従鉄筋,b 芯線,
C 再従鉄筋,
p 変形基点,
u 接点,v 接点,
x 従分割点,y 指定分割点,X 分割点,
S1 移動面,S2 変形面,S3 変形面,
O 中心,
1 interference detection means, 2 interference correction means,
3 designated reinforcing bar position detecting means, 4 moving locus detecting means, 5 intersection detecting means,
6 deformation surface detection means, 7 moving point calculation means, 8 deformation base point calculation means,
9 Rebar deformation means, 10 Data update means,
11 problem reinforcement detection means, 12 division point calculation means,
A designated reinforcing bar, a core wire,
B sub-bar, b core wire,
C Reinforced reinforcing bar,
p deformation base point,
u contact, v contact,
x subdivision point, y specified division point, X division point,
S1 moving surface, S2 deformed surface, S3 deformed surface,
O center,

Claims (7)

指定鉄筋の位置データを検出する指定鉄筋位置検出手段と、
前記指定鉄筋の移動に伴い干渉が生じる従鉄筋の位置データに、前記干渉を回避するように前記従鉄筋の干渉部を前記指定鉄筋の移動方向へ退避させる修正を施す干渉等回避手段を備え、
前記干渉等回避手段に、
前記指定鉄筋の移動に伴う前記従鉄筋との干渉の有無を検出する干渉等検知手段と、
前記従鉄筋の干渉部を前記指定鉄筋の移動方向へ当該干渉部を消滅させる量だけ移動させ、又は前記従鉄筋の干渉部を前記指定鉄筋の移動方向へ当該干渉部を消滅させる形状に変形させる干渉等修正手段と、
退避前の前記従鉄筋の位置データを退避後の位置データで更新するデータ更新手段を備えることを特徴とする配筋設計支援装置。
Designated reinforcing bar position detecting means for detecting the position data of the specified reinforcing bar;
Interference avoiding means for performing correction to retract the interference part of the secondary reinforcing bar in the moving direction of the specified reinforcing bar so as to avoid the interference to the position data of the secondary reinforcing bar that causes interference with the movement of the specified reinforcing bar,
For the interference avoidance means,
Detection means such as interference detecting the presence or absence of interference with the secondary reinforcing bar accompanying the movement of the specified reinforcing bar;
Move the interference part of the secondary reinforcing bar in the moving direction of the designated reinforcing bar by an amount that eliminates the interference part, or deform the interference part of the secondary reinforcing bar to a shape that causes the interference part to disappear in the moving direction of the specified reinforcing bar. Interference correction means,
A bar arrangement design support apparatus comprising data update means for updating the position data of the secondary reinforcing bar before saving with the position data after saving.
前記干渉等検知手段は、
前記指定鉄筋の移動に伴う当該指定鉄筋の移動軌跡を導く移動軌跡検出手段と、
前記指定鉄筋の移動に伴う前記移動軌跡と前記従鉄筋との交差部を導く交差部検出手段を備え、
前記干渉等修正手段は、前記指定鉄筋の移動に伴って前記従鉄筋の交差部が移動する変形面を導く変形面検出手段と、
前記従鉄筋の移動位置における前記交差部の位置を導く移動点算出手段と、
前記従鉄筋の変形基点を導く変形基点算出手段と、
前記指定鉄筋の移動に伴って当該指定鉄筋との干渉を回避するように前記従鉄筋を変形させる鉄筋変形手段と、
退避前の前記従鉄筋の位置データを退避後の位置データで更新するデータ更新手段を備えることを特徴とする前記請求項1に記載の配筋設計支援装置。
The interference detection means is
A movement trajectory detecting means for deriving a movement trajectory of the designated reinforcing bar accompanying the movement of the designated reinforcing bar;
An intersection detection means for guiding an intersection between the movement locus accompanying the movement of the specified reinforcing bar and the secondary reinforcing bar,
The interference correction means includes a deformed surface detecting means for guiding a deformed surface on which an intersecting portion of the slave reinforcing bars moves with the movement of the designated reinforcing bars,
A moving point calculating means for deriving the position of the intersecting portion at the moving position of the secondary reinforcing bar;
Deformation base point calculation means for deriving a deformation base point of the secondary reinforcing bar;
Reinforcing bar deformation means for deforming the secondary reinforcing bar so as to avoid interference with the specified reinforcing bar as the specified reinforcing bar moves.
The reinforcing bar design support apparatus according to claim 1, further comprising data update means for updating the position data of the secondary reinforcing bar before saving with the position data after saving.
前記指定鉄筋の移動に伴い前記交差部を挟む一対の従動部の長さを導く従動部長算出手段と、
規定長未満の前記従動部を前記指定鉄筋の移動方向へ平行移動させる前記干渉等修正手段を備えることを特徴とする前記請求項2に記載の配筋設計支援装置。
Driven part length calculating means for guiding the length of a pair of driven parts sandwiching the intersecting part with the movement of the specified reinforcing bar;
3. The bar arrangement design support device according to claim 2, further comprising means for correcting the interference, etc., for translating the follower having a length less than a specified length in the moving direction of the designated reinforcing bar.
指定鉄筋の位置データを検出する指定鉄筋位置検出手段と、
前記指定鉄筋の移動に伴い他の鉄筋との干渉又は他の鉄筋との連係不良が生じる指定鉄筋の位置データに、前記干渉又は連係不良を回避するように前記指定鉄筋に修正を施す干渉等回避手段を備え、
前記干渉等回避手段に、
前記指定鉄筋の移動に伴う従鉄筋との干渉又は連係不良の有無を検出する干渉等検知手段と、
前記指定鉄筋の干渉部又は連係不良部を当該干渉又は連係不良を解消させる量だけ移動させ、又は前記指定鉄筋の干渉部又は連係不良部を当該干渉又は連係不良を解消させる形状に変形させる干渉等修正手段と、
修正前の前記指定鉄筋の位置データを修正後の位置データで更新するデータ更新手段を備えることを特徴とする配筋設計支援装置。
Designated reinforcing bar position detecting means for detecting the position data of the specified reinforcing bar;
Interference, etc. that corrects the specified reinforcing bar so as to avoid the interference or poor linkage to the position data of the specified reinforcing bar that causes interference with other reinforcing bars or poor linkage with other reinforcing bars as the specified reinforcing bar moves With means,
For the interference avoidance means,
Detection means such as interference detecting the presence or absence of interference with the secondary reinforcing bar accompanying the movement of the specified reinforcing bar,
An interference that moves the interference portion or linkage failure portion of the specified reinforcing bar by an amount that eliminates the interference or linkage failure, or an interference that transforms the interference portion or linkage failure portion of the specified reinforcing bar into a shape that eliminates the interference or linkage failure, etc. Correction means;
A bar arrangement design support apparatus comprising data update means for updating the position data of the specified reinforcing bar before correction with the position data after correction.
前記干渉等検知手段は、
前記指定鉄筋の移動に伴う当該指定鉄筋の移動軌跡を導く移動軌跡検出手段と、
前記指定鉄筋の移動に伴う前記移動軌跡と交差し又は移動後の前記指定鉄筋と所定距離以上に離隔する前記従鉄筋を検出する問題鉄筋検出手段と、
前記指定鉄筋の移動に伴って当該指定鉄筋の分割点が移動する変形面を導く変形面検出手段と、
前記変形面と交差する前記従鉄筋を特定し当該従鉄筋の交差部を導く交差部検出手段を備え、
前記干渉等修正手段は、
前記分割点の位置を導く分割点算出手段と、
前記指定鉄筋の変形基点を導く変形基点算出手段と、
前記指定鉄筋の移動に伴って前記従鉄筋との干渉を回避し、又は前記従鉄筋との連係を維持するように前記指定鉄筋を変形させる鉄筋変形手段と、
退避直前の前記指定鉄筋の位置データを退避後の位置データで更新するデータ更新手段を備えることを特徴とする前記請求項4に記載の配筋設計支援装置。
The interference detection means is
A movement trajectory detecting means for deriving a movement trajectory of the designated reinforcing bar accompanying the movement of the designated reinforcing bar;
A problem reinforcing bar detecting means for detecting the secondary reinforcing bar that intersects with the movement trajectory accompanying the movement of the designated reinforcing bar or is separated from the designated reinforcing bar after the movement by a predetermined distance or more;
Deformation surface detection means for deriving a deformation surface on which a division point of the designated rebar moves as the designated rebar moves,
An intersection detection means for identifying the secondary reinforcing bar that intersects with the deformed surface and guiding the crossing portion of the secondary reinforcing bar,
The interference correction means is
A dividing point calculating means for deriving the position of the dividing point;
A deformation base point calculation means for deriving a deformation base point of the specified reinforcing bar;
Reinforcing bar deformation means for deforming the specified reinforcing bar so as to avoid interference with the secondary reinforcing bar with the movement of the specified reinforcing bar, or to maintain the linkage with the secondary reinforcing bar,
5. The bar arrangement design support apparatus according to claim 4, further comprising data update means for updating the position data of the designated reinforcing bar immediately before saving with the position data after saving.
前記指定鉄筋位置検出手段で検出された指定鉄筋の属性を判別し前記干渉等回避手段で行う処理を振り分ける鉄筋判別手段を備えることを特徴とする前記請求項1乃至請求項5のいずれかに記載の配筋設計支援装置。   6. The reinforcing bar determination unit according to claim 1, further comprising a reinforcing bar determination unit that determines the attribute of the specified reinforcing bar detected by the specified reinforcing bar position detection unit and distributes the processing performed by the interference avoidance unit. Reinforcement design support device. 指定鉄筋の移動に伴い他の鉄筋との干渉又は他の鉄筋との連係不良が生じる指定鉄筋又はその従鉄筋の位置データに、前記干渉又は連係不良を回避するように修正を施す干渉等回避手段を備える配筋設計支援装置として機能するコンピュータに、前記請求項1乃至請求項6に記載の配筋設計支援装置として機能させることを特徴とする配筋設計支援プログラム。
Interference etc. avoidance means for correcting the position data of the specified reinforcing bar or its sub reinforcing bar in which interference with other reinforcing bars or poor linkage with other reinforcing bars occurs due to movement of the specified reinforcing bar so as to avoid the interference or poor linkage A bar arrangement design support program that causes a computer functioning as a bar arrangement design support apparatus to function as the bar arrangement design support apparatus according to any one of claims 1 to 6.
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