JP2004225517A - Piping installation system for building facility construction - Google Patents

Piping installation system for building facility construction Download PDF

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Publication number
JP2004225517A
JP2004225517A JP2003054925A JP2003054925A JP2004225517A JP 2004225517 A JP2004225517 A JP 2004225517A JP 2003054925 A JP2003054925 A JP 2003054925A JP 2003054925 A JP2003054925 A JP 2003054925A JP 2004225517 A JP2004225517 A JP 2004225517A
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Prior art keywords
piping
pipe
construction
site
construction plan
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JP2003054925A
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Japanese (ja)
Inventor
Keishin Imanishi
敬信 今西
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KASAI SANGYO KK
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KASAI SANGYO KK
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Abstract

<P>PROBLEM TO BE SOLVED: To utilize pipe materials without any wastes and to enhance cutting as well as piping works at a construction site by using a computer without executing on-site cutting work of the pipe materials. <P>SOLUTION: The system is composed of a process to draw a piping plan diagram based on a structural information of a building body anchored on the ground, a process to survey at the construction site according to the piping plan diagram, a process to input the piping plan diagram into the computer, a process to make a simulated original drawing by overlaying each position information obtained through the actual survey on the piping plan diagram and to correct discrepancies or differences in lengths and piping positions as well as shapes or locations of the structures of the building body or/and the piping on the simulated original drawing, a process to cut the piping materials according to the information obtained through the revised piping plan diagram at the place other than the construction site in advance and finally a process to execute the work to the building body at the site. <P>COPYRIGHT: (C)2004,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、土地に定着された建築物に対する建築設備工事の配管施工システムに関し、詳しくは予め切断された配管を現場に搬入して寸分の狂いもなく配管可能な配管施工システムに関する。
【0002】
【従来の技術】
コンピュータを利用して配管施工設計を行うシステムとしては、例えば特開昭58−225472号公報、特開平6−55390号公報、特開平8−314999号公報、特開平9−50452号公報記載のものが存在する。これらのうち特開昭58−225472号公報記載の発明はモデルエンジニアリング法で作成した模型モデルをステレオ写真撮影技法により写真撮影をし、この模型モデルの写真を図化機によりデジタル座標解析をしモデル配管の基本データを作成し、基本データを実際の寸法に変換してコンピュータに入力し、総合配管計画図等の図面化や管切り表をアウトプットするようにしたものである。特開平6−55390号公報記載の発明は、配管の設計情報をコンピュータに転送し、転送された設計情報から加工ライン上の配管素材や切断できる配管のカット長及びその配管場所についての使用情報を抽出し、カットマシンが加工情報に従い配管素材を所定長さに切断するように構成されたものである。特開平8−314999号公報記載の発明は、部品を接続する端点の接続情報を有する組立図面から組立情報を抽出して組立情報のデータベースを作成し、単品配管の2次元図面から生成した単品の3次元データと組立情報をもとに3次元組立データを生成するようにしたものである。特開平9−50452号公報記載の発明は、部材の形状や向き等をコンピュータに登録し、容易に配管図面上に配置可能にしたものである。
しかしながら、前述の発明はいずれも配管の切断や配管図面作成の便宜を図ったものであって、実際の配管施工工事には対処できない。なぜなら、現実の土地定着建築物に対する配管施工は、土地定着建築物や配管取付具等との間に数mm程度の僅かな誤差が生じても配管施工は不可能であるからである。前記従来技術はいずれも現場で実測しておらず、単にコンピュータ画面上で得られた情報にそのまま従って配管素材をカットするため、既存の構築物の存在に影響されないエアコン配管等には用途があるものの、土地に定着されている建築物への配管に用いることは現実には不可能である。つまり、土地に定着されている建築物に対する配管は、設備工事の種類(給排水、ガス、蒸気、空調設備、消防設備等)が他の業種と比較して多く、管材の種類により配管場所(例えば、土中埋設、壁面、床面と天井との間等)が異なり、配管が複雑なため、施工図通りの位置に施工できるとは限らず、僅かな位置ずれでも接続できず、効率が悪くても配管工が現地で自ら採寸し現地加工をしているのが現状である。
【0003】
【発明が解決しようとする課題】
将来の建築設備工事の配管施工方法では、施工現場で、管材を取付工程の順に切断加工するので材料にロスが多い。多くの余った材料は、新品の状態でまだ使用できるにも関わらず産業廃棄物として廃棄処分されているという問題点があった。
又、管材の切断加工は現場の外部仮設作業場で行うため、作業は天候等の自然環境に左右され、作業者にとって作業環境が悪く、作業性の低下を招来するという問題点があった。
更に、配管施工を行っても差し支えない程度に電気工事等の他の工事が進捗した段階になって初めて切断加工作業を開始するので、切断加工作業開始時期が予め明確でなく、切断加工作業待ちのための時間的ロスを有するという問題点を有していた。
そこで、本願発明は予め設計された配管施工計画図をコンピュータに入力し、この配管施工計画図に現地での実測値に基く配管位置を重ねて記入し、配管施工計画図上で生じたと実測値との位置のズレや誤差を鑑みてシュミレーションを行い修正し、修正された配管施工計画図に従って予め加工工場で配管材を切断加工し、これを現場に搬入して修正された配管施工計画図と照会しながら配管施工することにより、未使用の管材をそのまま産業廃棄物として処分することなく管材を無駄なく使用し、切断加工作業及び現場での作業の向上を図ることを目的とする。
【0004】
【課題を解決するための手段】
上記目的を達成するために、本願発明のうち請求項1記載の発明は、土地に定着している建築物本体の構造情報に基いて配管施工計画図を作成する工程と、この配管施工計画図に基いて前記建築物本体に設けられた配管貫通孔、配管支持材、前記建築物本体に於ける配管接続予定部位、配管架設位置と、これらの位置関係を施工現場で実測する工程と、前記配管施工計画図をコンピュータに入力する工程と、コンピュータ画面に表示された配管施工計画図上に前記実測により得られた各位置情報を重ねて記入してシュミレーション原図を作成し、このシュミレーション原図上の前記シュミレーション原図に於ける配管長さや位置等の誤差やずれを前記建築物本体の構造物又は/及び管の形状若しくは位置をシュミレーションにより修正する工程と、この修正された配管施工計画図より得られた情報にしたがって配管材料を予め施工現場以外の場所で切断加工する工程と、この切断加工された配管材料を施工現場に搬送し、前記修正された配管施工計画図に基いて前記建築物本体に配管施工する工程とよりなることを特徴とする。
【0005】
【発明の実施の形態】
【実施例】
建築物の便所の床下に於ける建築設備工事の配管施工を例とする実施例について、以下に図を参照にして説明する。
図1は建築設備工事の配管施工システムの工程を示す工程図、図2は配管施工計画図、図3はシュミレーション原図、図4は修正された配管施工計画図である。
まず、配管施工計画図作成工程について説明する。建築物本体の構造図の情報を基にして、配管施工仮情報として図2に示される配管施工計画図を作成する。この配管施工計画図には、従来の配管施工方法における施工図と同様に、配管の通るルートの位置寸法が表示されている。材質や管径については、従来の配管施工方法における施工図と同様に表示してもよいが、後述する管材寸法図で、管材毎の材質管径を寸法と共に表示するため、施工計画図においては、材質は線色にて判別し、管径は図面を測定して判別することとしている。
図2を詳細に説明する。汚水管1は、上層階から降りてきて、建築物本体である壁2を貫通孔3により貫通し、便器4、小便器5及び手洗い容器6に枝管により接続して、下層階へ降りていっている。雑排水管7は、上層階から降りてきて、壁2を貫通孔8により貫通し、便器4、小便器5、手洗い容器6および排水口9に枝管により接続して、下層階へ降りている。給水管10は、上層階から降りてきて、壁2を貫通孔11により貫通し、便器4、小便器5および手洗い容器6に枝管により接続されている。
現場実測工程について説明する。配管施工計画図の作成が終了し、建築物本体に取り付けられた配管支持材や配管貫通孔と建築物本体との位置関係が現場で測定可能になった段階で、現場実測が行われる。現場実測工程においては、配管施工計画図に基いて、基準線12、13と貫通孔3、8、11等との位置関係を測定する。
配管施工計画図をコンピュータに入力する工程後、上記現場実測工程により得た測定結果を用いて、シミュレーション原図作成工程が行われる。
シミュレーション原図作成工程について説明する。図2に示される配管施工計画図をベースとし、基準線12、13の位置を正として前記現場実測工程で得た実際の貫通孔3、8、11等との位置を配管施工計画図に記入する。配管施工計画図での配管の位置や長さで、既に定着されている建築物の貫通孔3、8、11を配管が貫通可能であるか、或は便器4、小便器5、手洗い容器6等への管の接続が可能であるか等を検討し、図3に示されるシュミレーション原図を作成する。
修正工程について説明する。図3に示されるシュミレーション原図が作成されると貫通不可の配管に関して、例えば貫通孔の孔径の拡大、管の配設位置の変更、枝管の再配置等をシュミレーションを行うことにより管の貫通が可能か否かを検討する。この検討結果にしたがって配管施工計画図に修正を行い、図4に示される修正された配管施工計画図を作成する。
図4に示される修正された配管施工計画図には種々の配管施工情報が表示されている。例えば、図4中符号Aで示される部分の汚水管1は、貫通孔3を貫通不可であることから、図2の配管施工計画図に示された位置寸法から36移動することが示されている。図4中で符号Bで示される汚水管1の枝管接続部は継手が重なって配管ができなくなるため、新たな配置となっており、下層階との貫通部Cは拡大されることになっている。
又、図5は本発明の実施例における配管施工方法の管材寸法図の一例であり、図6は、本発明の実施例における配管施工方法の管材記号図の一例である。図5には、配管施工情報として、各配管の材質や管径(例えば、「100VP」、「25HI」等)と管長が表示されている。図6には配管施工情報として、各配管の識別記号例えば「C−3」、「W−6」等)が表示されている。尚、本実施例においては、管材寸法図と管材記号図は分離しているが、同一図面上に記載してもよい。又、図5及び図6には、L型継手、T型継手等の継手に関する部品情報が記載されていないが、継手については規格品を使用するため、接続する管材および図面の形状から、どの継手を採用するか容易に識別できるためであり、管材同様に識別記号をつけて管理してもよい。
図5及び図6から、管材や継手等をピックアップして作成したのが、下記の表1及び表2に示される部品表である。表1は本発明の実施例における配管施工方法の管材用部品表の一例であり、表2は本発明の実施の形態における配管施工方法の継手用部品表の一例である。表1には、配管施工情報として、配管系統の種類(「配管系統」欄)、部品識別記号(「記号」欄)、材質管径(「管種類」)、及び数量(「数量」欄)が表示されており、管材料切断加工工程で使用される「管切断確認」欄及ぶ「管マーキング確認」欄も設けられている。表2には配管施工情報として、配管系統の種類(「配管系統」欄及び「記号」欄)、部品識別記号(「継手種類」欄)及び数量(「個数」欄)が表示されている。
【0006】
【表1】

Figure 2004225517
【0007】
【表2】
Figure 2004225517
シュミレーション原図施工情報作成工程で作成された配管施工情報は、上述したように、施工現場での実測寸法をもとにシュミレーションを行って決定されたものであるから、色々な不具合を事前に想定でき、その対策を十分講じたものとなっているので、管材料切断加工工程において、高精度で高品質の加工製品を提供できる。修正工程で作成された配管施工情報にしたがって、施工現場とは別場所の加工工場内で管材料切断加工が行われる。管材料切断加工工程は、上記表1に示す部品表のみを見るだけで必要な切断加工が行われるため、他の図面等は補助情報として参照するだけでよい。
管材料切断加工工程においては、管材を同一管種サイズごとに分類し、また、長いサイズの順に並べ替えて加工することで、管材の無駄が管材の1%以下と最小限に抑えられ、管材が殆ど廃棄されないだけでなく、配管施工されなかった管材は工場で在庫として保管され、他の工事場所で再利用することができる。又、現場実測工程が終了しておれば、その後の建築物本体工事、関連設備工事等の影響により配管施工工程の着工時期が遅れたとしても、管材料切断加工工程までの工程を順調に進められるので、配管施工工期の遅れを最小限にとどめられる。
配管施工工程を着工する直前に、管材料切断加工工程で加工された管材等を工場から施工現場に搬入し、配管施工を行う。貫通孔等の変更を修正された配管施工計画によって行い、切断加工された管材等を管材寸法図及び管材記号図に沿って組立配管すればよい。この際、施工現場での切断加工を行わないので、施工現場で発生する産業廃棄物を最小限に抑えられる。又、現場合わせがないため、誤取付が容易に顕在化するので、配管ミスを行ったままで施工を終えることがない。また、管材の保管は施工時まで現場内に搬入しないため、現場で直射日光にさらされたり、風雨、埃などの影響も少なく商品管理も充実し品質はもとより衛生面でも非常に安全である。又、最小限必要な最終工程の配管施工工程のみを現場で行うため危険な現場に居る時間が短く、切断加工工場内での加工作業は工具の準備等が現場に比べて製品精度が向上し、予め管を切断加工し施工時期まで待機し、施工時期に一気に組み立てるので、残業や徹夜での作業もずっと減り、作業員の労働条件が非常に改善される。
更に、修正された配管施工計画図に記入されている配管関係の諸寸法が、完成時の配管関係の諸寸法と必ず一致するため、修正された配管施工計画図を完成図とし、この図に基いてメンテナンスが可能で、メンテナンスの質が向上するという効果がある。
【0008】
上述の実施例においては、本発明の建築設備工事の配管施工システムは、切断加工工場において管材の切断加工を行うとして説明したが、切断加工に加えて、配管施工情報にしたがって加工工程の後若しくは加工工程と併行して、配管の組立の一部を行う工程(本発明の工場内組立工程に対応)を行うとしても良い。
現場実測工程前に配管施工仮情報として施工計画図のみを作成する場合を例として説明したが、これに限定するものではなく、管材寸法、管材記号図および部品表に対応する情報の全部または一部を配管施工仮情報として作成してもよく、配管施工仮情報を一切作成せず現場実測工程の後にすべての配管施工情報を直接作成してもよい。
【0009】
【発明の効果】
本発明は配管施工計画図と実測により得た情報に基づきシュミレーションを行い、その結果、施工現場とは別の工場で配管切断加工を行い、切断された管材を現場に搬入し配管施工のみを施工現場で行う構成であるので、作業時間に無駄がなく、作業性を向上させ、施工現場で発生する産業廃棄物を減少化し、配管材料を有効利用することができるという効果がある。
【図面の簡単な説明】
【図1】本発明建築設備工事の配管施工システムの工程を示す工程図である。
【図2】本発明の実施例における配管施工計画図である。
【図3】本発明の実施例におけるシミュレーション原図である。
【図4】本発明の実施例における修正された配管施工計画図である。
【図5】本発明の実施例おける管材寸法図である。
【図6】本発明の実施例における管材記号図である。
【符号の説明】
1、7、10 管
3、8、11 貫通孔[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a piping construction system for building equipment construction for a building fixed on land, and more particularly, to a piping construction system capable of carrying a previously cut pipe to a site and piping without deviation.
[0002]
[Prior art]
Examples of a system for performing piping construction design using a computer include those described in JP-A-58-225472, JP-A-6-55390, JP-A-8-314999, and JP-A-9-50452. Exists. Among them, the invention described in Japanese Patent Application Laid-Open No. 58-225472 discloses a method in which a model model created by a model engineering method is photographed by a stereo photographing technique, and a photograph of the model model is subjected to digital coordinate analysis by a plotter. Basic data of piping is created, the basic data is converted into actual dimensions and input to a computer, and a drawing such as a comprehensive piping plan drawing and a pipe cutting table are output. The invention described in Japanese Patent Application Laid-Open No. 6-55390 transfers piping design information to a computer, and from the transferred design information, uses piping materials on a processing line, cut lengths of pipes that can be cut, and usage information about the piping locations. The cutting machine is configured to extract and cut the pipe material into a predetermined length according to the processing information. The invention described in Japanese Patent Application Laid-Open No. 8-314999 discloses an assembly information database created by extracting assembly information from assembly drawings having connection information of end points for connecting parts, and creating a single-item pipe generated from a two-dimensional drawing of a single-piece pipe. The three-dimensional assembly data is generated based on the three-dimensional data and the assembly information. In the invention described in Japanese Patent Application Laid-Open No. 9-50452, the shape and orientation of members are registered in a computer so that they can be easily arranged on a piping drawing.
However, all of the above-mentioned inventions are intended to facilitate the cutting of piping and the creation of piping drawings, and cannot deal with actual piping work. This is because, in actual piping work on a land-fixed building, even if there is a slight error of about several mm between the land-fixed building and a pipe fitting, it is impossible to perform the piping work. None of the above-mentioned conventional techniques are actually measured on site, and simply cut the piping material according to the information obtained on the computer screen as it is, so there are applications for air conditioner piping etc. which are not affected by the presence of existing structures. However, it is not practically possible to use it for plumbing buildings that have been established on land. In other words, plumbing for buildings fixed on the land has many types of equipment construction (water supply and drainage, gas, steam, air conditioning equipment, firefighting equipment, etc.) as compared to other industries, and piping locations (for example, , Burial in the ground, wall surfaces, between floor and ceiling, etc.) are different, and the piping is complicated, so it is not always possible to construct at the position as shown in the construction drawing. However, the current situation is that plumbers measure and work locally on site.
[0003]
[Problems to be solved by the invention]
In the pipe construction method of the future building equipment construction, the pipe material is cut at the construction site in the order of the mounting process, so that there is much loss in the material. There has been a problem that much of the surplus material has been disposed of as industrial waste even though it can be used in a new state.
Further, since the cutting of the pipe material is performed in an external temporary work place on the site, the work is affected by the natural environment such as weather, and the work environment is poor for the worker, which causes a problem that the workability is reduced.
Furthermore, since the cutting work is started only when other works such as electric work have progressed to the extent that the pipe work can be performed, the cutting work start time is not clear in advance, and the cutting work waits. However, there is a problem that there is a time loss for the
Therefore, in the present invention, a previously designed piping construction plan is input to a computer, and the piping position based on the actual measurement value at the site is superimposed and written on the piping construction planning diagram. A simulation was performed in consideration of the deviation and error of the position, and the pipe material was cut and processed in advance at the processing plant according to the corrected piping construction plan drawing, and then carried to the site and the corrected piping construction planning drawing An object of the present invention is to improve the cutting work and on-site work by performing pipe construction while inquiring, without using unused pipes as it is as industrial waste, using the pipes without waste.
[0004]
[Means for Solving the Problems]
In order to achieve the above object, an invention according to claim 1 of the present invention includes a step of creating a pipe construction plan based on structural information of a building body fixed on land, Based on the pipe through hole provided in the building body, a pipe support material, a pipe connection scheduled site in the building body, a pipe erection position, and a step of actually measuring these positional relationships at a construction site, A process of inputting a pipe construction plan diagram to a computer, and superimposing and filling in each position information obtained by the actual measurement on the pipe construction plan diagram displayed on the computer screen to create a simulation original drawing, on this simulation original drawing An error or deviation in the pipe length or position in the simulation original drawing is corrected by simulation of the shape or position of the structure or / and the pipe of the building body. And, according to the information obtained from the corrected piping construction plan, a step of cutting the piping material in advance at a place other than the construction site, and transporting the cut piping material to the construction site, the modified And piping the building body based on the piping construction plan.
[0005]
BEST MODE FOR CARRYING OUT THE INVENTION
【Example】
An embodiment in which plumbing is performed for building equipment work under the floor of a building toilet will be described below with reference to the drawings.
FIG. 1 is a process diagram showing a process of a piping construction system for building equipment construction, FIG. 2 is a piping construction plan diagram, FIG. 3 is a simulation original drawing, and FIG. 4 is a revised piping construction plan diagram.
First, a description will be given of a piping construction plan drawing creation process. Based on the information on the structural drawing of the building body, a piping construction plan diagram shown in FIG. 2 is created as temporary piping construction information. In this piping construction plan diagram, the position dimensions of the route through which the piping passes are displayed, as in the construction diagram in the conventional piping construction method. For the material and pipe diameter, it may be displayed in the same manner as the construction drawing in the conventional piping construction method, but in the pipe material dimension diagram described later, the material pipe diameter for each pipe material is displayed along with the dimensions, so in the construction plan drawing The material is determined by the line color, and the tube diameter is determined by measuring the drawing.
FIG. 2 will be described in detail. The sewage pipe 1 descends from the upper floor, penetrates the wall 2, which is the main body of the building, through the through hole 3, connects to the toilet 4, the urinal 5, and the handwashing vessel 6 by a branch pipe, and descends to the lower floor. Says. The gray drainage pipe 7 descends from the upper floor, penetrates the wall 2 through the through hole 8, connects to the toilet 4, the urinal 5, the hand-washing container 6 and the drain 9 by a branch pipe, and descends to the lower floor. I have. The water supply pipe 10 descends from the upper floor, penetrates the wall 2 through the through hole 11, and is connected to the toilet 4, the urinal 5, and the hand washing container 6 by a branch pipe.
The on-site measurement process will be described. At the stage where the creation of the pipe construction plan drawing has been completed and the positional relationship between the pipe support and the pipe through hole attached to the building body and the building body can be measured on site, actual site measurement is performed. In the on-site actual measurement process, the positional relationship between the reference lines 12, 13 and the through holes 3, 8, 11, and the like is measured based on the piping construction plan.
After the process of inputting the piping construction plan drawing into the computer, a simulation original drawing creation process is performed using the measurement results obtained in the above-mentioned actual site measurement process.
The simulation original drawing creation process will be described. Based on the piping construction plan shown in FIG. 2, the positions of the reference lines 12 and 13 are set to be positive and the actual positions of the through holes 3, 8, 11, etc. obtained in the on-site actual measurement process are written in the piping construction plan. I do. Depending on the position and length of the pipe in the pipe construction plan, whether the pipe can penetrate through the through holes 3, 8, 11 of the building that has already been established, or the toilet 4, urinal 5, and hand washing container 6 It is examined whether connection of pipes to the like is possible, etc., and a simulation original drawing shown in FIG. 3 is created.
The correction process will be described. When the simulation original drawing shown in FIG. 3 is created, for a pipe that cannot be penetrated, for example, the penetration of the pipe can be reduced by performing a simulation such as enlarging the diameter of the through hole, changing the arrangement position of the pipe, and rearranging the branch pipe. Consider whether this is possible. The piping construction plan is modified according to the result of this examination, and a modified piping construction plan shown in FIG. 4 is created.
Various pieces of piping construction information are displayed in the revised piping construction plan diagram shown in FIG. For example, since the sewage pipe 1 at the portion indicated by the symbol A in FIG. 4 cannot penetrate the through-hole 3, it is shown that the sewage pipe 1 moves 36 from the position dimension shown in the piping construction plan diagram of FIG. I have. The branch pipe connection portion of the wastewater pipe 1 indicated by reference numeral B in FIG. 4 has a new arrangement because the joints overlap and the pipe cannot be formed, and the penetration portion C with the lower floor is enlarged. ing.
FIG. 5 is an example of a pipe material size diagram of the pipe construction method according to the embodiment of the present invention, and FIG. 6 is an example of a pipe material symbol diagram of the pipe construction method according to the embodiment of the present invention. FIG. 5 shows, as the pipe construction information, a material, a pipe diameter (for example, “100 VP”, “25HI”, etc.) and a pipe length of each pipe. In FIG. 6, an identification symbol of each pipe, such as “C-3” or “W-6”, is displayed as the pipe construction information. In the present embodiment, the tube material dimensional diagram and the tube material symbol diagram are separated from each other, but may be described on the same drawing. 5 and 6 do not describe the component information regarding the joints such as the L-shaped joint and the T-shaped joint. This is because a joint can be adopted or can be easily identified, and may be managed by attaching an identification symbol similarly to the pipe material.
The parts table shown in Tables 1 and 2 below was created by picking up pipe materials and joints from FIGS. 5 and 6. Table 1 is an example of a parts list for pipes in a piping method according to an example of the present invention, and Table 2 is an example of a parts list for joints in a method of piping in an embodiment of the present invention. In Table 1, as the piping construction information, the type of piping system ("Piping system" column), the part identification code ("Symbol" column), the material pipe diameter ("Pipe type"), and the quantity ("Quantity" column) Are displayed, and a column for “confirmation of pipe cutting” and a column for “confirmation of pipe marking” used in the tube material cutting process are also provided. Table 2 shows the type of piping system ("piping system" column and "symbol" column), the component identification symbol ("joint type" column), and the quantity ("quantity" column) as piping construction information.
[0006]
[Table 1]
Figure 2004225517
[0007]
[Table 2]
Figure 2004225517
As described above, the piping construction information created in the simulation original drawing construction information creation process was determined by performing simulations based on the actual measurement dimensions at the construction site, so various problems can be assumed in advance. Since such measures have been taken sufficiently, high-precision and high-quality processed products can be provided in the tube material cutting process. According to the pipe construction information created in the correction process, a pipe material cutting process is performed in a processing plant at a location different from the construction site. In the pipe material cutting processing step, necessary cutting processing is performed only by looking at only the parts table shown in Table 1 above, so that other drawings and the like need only be referred to as auxiliary information.
In the pipe material cutting process, the pipe material is classified according to the same pipe type size, and the pipe material is rearranged in the order of the longest size and processed to minimize waste of the pipe material to 1% or less of the pipe material. Not only is it not disposed of, but the tubing that has not been plumbed is stored in stock at the factory and can be reused at other construction sites. In addition, if the actual site measurement process has been completed, the process up to the pipe material cutting process will proceed smoothly even if the start of the piping construction process is delayed due to the effects of the subsequent construction of the building itself and related facilities. As a result, delays in the plumbing work period can be minimized.
Immediately before the start of the pipe construction process, the pipe material or the like processed in the pipe material cutting process is carried into the construction site from the factory to perform the pipe construction. The change of the through hole and the like may be performed according to the corrected piping construction plan, and the cut pipe material or the like may be assembled and piped according to the pipe material dimension diagram and the pipe material symbol diagram. At this time, since no cutting processing is performed at the construction site, industrial waste generated at the construction site can be minimized. In addition, since there is no on-site adjustment, erroneous mounting easily becomes apparent, so that there is no case where the construction is completed with a piping error being made. In addition, since the tube material is not stored in the site until the time of construction, it is not exposed to direct sunlight on the site, the influence of wind, rain, dust, etc. is small, the product management is enhanced, and not only quality but also hygiene is very safe. In addition, since only the minimum necessary piping work, which is the final process, is performed at the site, the time spent at a dangerous site is short, and the machining work in the cutting factory improves the product accuracy by preparing tools and the like compared to the site. In addition, since the pipe is cut in advance and waited until the construction time, and assembled at a stretch at the construction time, overtime work and all-night work are greatly reduced, and the working conditions of the workers are greatly improved.
Furthermore, since the various dimensions related to piping written in the revised piping construction plan drawing always match the dimensions related to the piping at the time of completion, the revised piping construction plan drawing was taken as the completed drawing and this drawing Maintenance can be performed on the basis of this, and there is an effect that the quality of maintenance is improved.
[0008]
In the above embodiment, the pipe construction system for building equipment construction of the present invention has been described as performing the cutting process of the pipe material in the cutting factory, but in addition to the cutting process, after the machining process according to the piping construction information or A step of performing a part of the pipe assembly (corresponding to the factory assembling step of the present invention) may be performed in parallel with the processing step.
Although the case where only the construction plan drawing is prepared as temporary construction information before the actual site measurement process has been described as an example, the invention is not limited to this. All or one of the information corresponding to the pipe material dimensions, the pipe material symbol diagram, and the parts list is described. The section may be created as temporary pipe construction information, or all the pipe construction information may be created directly after the on-site actual measurement process without creating any temporary pipe construction information.
[0009]
【The invention's effect】
The present invention simulates based on the piping construction plan drawing and the information obtained by actual measurement, and as a result, cuts the pipe at a factory different from the construction site, carries the cut pipe material to the site, and performs only the pipe construction Since the construction is carried out on site, there is an effect that there is no waste of work time, workability is improved, industrial waste generated at the construction site is reduced, and piping materials can be effectively used.
[Brief description of the drawings]
FIG. 1 is a process diagram showing the steps of a plumbing construction system for building equipment construction according to the present invention.
FIG. 2 is a piping construction plan in an embodiment of the present invention.
FIG. 3 is an original simulation diagram in the embodiment of the present invention.
FIG. 4 is a modified piping construction plan in the embodiment of the present invention.
FIG. 5 is a dimensional diagram of a tube material in an embodiment of the present invention.
FIG. 6 is a tube material symbol diagram in the embodiment of the present invention.
[Explanation of symbols]
1, 7, 10 Tubes 3, 8, 11 Through holes

Claims (1)

土地に定着している建築物本体の構造情報に基いて配管施工計画図を作成する工程と、
この配管施工計画図に基いて前記建築物本体に設けられた配管貫通孔、配管支持材、前記建築物本体に於ける配管接続予定部位、配管架設位置と、これらの位置関係を施工現場で実測する工程と
前記配管施工計画図をコンピュータに入力する工程と、
コンピュータ画面に表示された配管施工計画図上に前記実測により得られた各位置情報を重ねて記入してシュミレーション原図を作成し、このシュミレーション原図上の前記シュミレーション原図に於ける配管長さや配管位置等の誤差やずれを、シュミレーションにより前記建築物本体の構造物又は/及び管の形状若しくは位置を修正する工程と、
この修正された配管施工計画図より得られた情報にしたがって配管材料を予め施工現場以外の場所で切断加工する工程と、
この切断加工された配管材料を施工現場に搬送し、前記修正された配管施工計画図に基いて前記建築物本体に配管施工する工程とよりなることを特徴とする建築設備工事の配管施工システム。
A process of creating a plumbing construction plan based on the structural information of the building body fixed on the land,
Based on this piping construction plan drawing, the pipe through-holes provided in the building main body, the pipe support material, the planned pipe connection site in the building main body, the pipe erection position, and the positional relationship between them are actually measured at the construction site And a step of inputting the piping construction plan drawing into a computer,
Each position information obtained by the actual measurement is superimposed on the piping construction plan displayed on the computer screen and filled in to create a simulation original, and the piping length, piping position, etc. in the simulation original on the simulation original Correcting the error or deviation of the shape or position of the structure or / and pipe of the building body by simulation,
A step of cutting the pipe material in advance at a place other than the construction site according to the information obtained from the corrected pipe construction plan drawing,
Transporting the cut piping material to a construction site and performing piping on the building body based on the corrected piping construction plan drawing.
JP2003054925A 2003-01-23 2003-01-23 Piping installation system for building facility construction Pending JP2004225517A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015133723A1 (en) * 2014-03-07 2015-09-11 삼인정보시스템(주) Construction method for connecting structures using simulation
JP2016155151A (en) * 2015-02-25 2016-09-01 株式会社長谷工コーポレーション Stainless steel pipe for press type pipe joint

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015133723A1 (en) * 2014-03-07 2015-09-11 삼인정보시스템(주) Construction method for connecting structures using simulation
JP2016155151A (en) * 2015-02-25 2016-09-01 株式会社長谷工コーポレーション Stainless steel pipe for press type pipe joint

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