JPH0328427A - Outdoor drainage piping execution method - Google Patents

Outdoor drainage piping execution method

Info

Publication number
JPH0328427A
JPH0328427A JP16080789A JP16080789A JPH0328427A JP H0328427 A JPH0328427 A JP H0328427A JP 16080789 A JP16080789 A JP 16080789A JP 16080789 A JP16080789 A JP 16080789A JP H0328427 A JPH0328427 A JP H0328427A
Authority
JP
Japan
Prior art keywords
work
building
underground beam
construction
outdoor
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP16080789A
Other languages
Japanese (ja)
Other versions
JPH0663271B2 (en
Inventor
Kunio Masuda
増田 邦夫
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SUGA KOGYO KK
Original Assignee
SUGA KOGYO KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by SUGA KOGYO KK filed Critical SUGA KOGYO KK
Priority to JP16080789A priority Critical patent/JPH0663271B2/en
Publication of JPH0328427A publication Critical patent/JPH0328427A/en
Publication of JPH0663271B2 publication Critical patent/JPH0663271B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To facilitate construction work, and to shorten construction period by executing the piping work of an indoor drainage piping simultaneously with the foundation work which is to be previously carried out before temporary scaffolding. CONSTITUTION:Steel reinforcements of an underground beam part 6 in an excavation region is assembled, and at the same time an underground beam penetrating sleeve 4 is incorporated. A form for the underground beam part is assembled with both an outside-wall form 7 and an inside-wall form 8 so as to surround the steel reinforcements, and concrete is placed in this form, and after it has been hardened, the outside-wall form 7 is removed, and then an outdoor drainage sump 3 is installed. Then, the sump is connected with the underground beam penetrating sleeve 4 by means of a fitting pipe 1. Thereafter, the surroundings of the building are backfilled for commencing construction work, and with the progress of work the inside-wall form 8 is removed, and an indoor drainage piping is extendedly connected to a socket 2. Thus, at the time of foundation work, external drainage piping work can be simultaneously carried out, so that construction period can be shortened.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、建築物(建物)と該建物の敷地内に設置した
排水桝とを接続する屋外排水管の施工方法に関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for constructing an outdoor drain pipe that connects a building and a drainage basin installed on the premises of the building.

(従来技術) 従来、建物の建設は、堀削された地表部分に該建物の基
礎となる地中梁部を構築後直ちに埋め戻しを行い、その
後、建物周囲に仮設足場を組み立てて上屋建設を行って
いる。また、建物の敷地内に設置した排水桝と建物とを
接続する屋外排水管の配管工事は、上屋の外装工事等が
終了して前記仮設足場が取り払われた時点で行っている
。言い換えれば、前記排水管工事の施工は、前記足場が
解体されるまで行うことが出来なかった.(発明が解決
しようとする課題) しかしながら、上述した従来工法では、前記足場の解体
時期が竣工直前になることが多く、このため前記屋外排
水管の工事が、短期間での施工を余儀なくされた。
(Prior art) Conventionally, in the construction of a building, an underground beam that will serve as the foundation of the building is built on the excavated ground surface, and then immediately backfilled, and then temporary scaffolding is erected around the building to construct a shed. It is carried out. In addition, piping work for outdoor drain pipes connecting the building to the drainage basin installed on the premises of the building is carried out at the time when the exterior work of the shed is completed and the temporary scaffolding is removed. In other words, construction of the drainage pipe could not be carried out until the scaffolding was dismantled. (Problem to be Solved by the Invention) However, in the conventional construction method described above, the time for dismantling the scaffolding is often just before the completion of the construction, and therefore the construction of the outdoor drainage pipe has to be completed in a short period of time. .

しかもこの時期における前記排水管の施工は、舗装,植
栽等の外構工事との兼ね合いも生じるため、その作業調
整に手間を要した。
Moreover, the construction of the drainage pipes during this period also involved external construction work such as paving and planting, so it took a lot of effort to coordinate the work.

又、特に寒冷地では多くの建物の完了が冬季前に集中す
るため一層多忙繁雑となり、しかも、積雪或いは凍結等
の天候に左右されて中断されることもあった。
In addition, especially in cold regions, many buildings are completed before the winter season, making the work even more hectic and hectic, and moreover, it is sometimes interrupted due to weather conditions such as snow or ice.

本発明は、上記実情に鑑みなされたもので、屋外排水管
の配管工事を仮設足場の組立に先行して行われる基礎工
事に合わせて施工することにより、工事の容易化と工期
の短縮が図れる屋外排水管の施工方法を提供することを
目的とする。
The present invention was made in view of the above circumstances, and it is possible to simplify the construction work and shorten the construction period by constructing the outdoor drainage pipe in conjunction with the foundation work that is performed prior to the assembly of the temporary scaffolding. The purpose is to provide a construction method for outdoor drainage pipes.

(課題を解決するための手段) 即ち、本発明の上記目的は、建物と該建物外部に設置し
た排水桝とを取付管を介して接続する屋外排水管の施工
方法において、地表面を堀削した堀削領域に建物の基礎
となる地中梁部を構築後且つ前記掘削領域の埋め戻し以
前に前記取付管の配管工事を実施し、その後、建物の上
屋建設のための足場組立に先立って前記地中梁部及び前
記取付管の埋設を行うことを特徴とする屋外排水管の施
工方法により達或される。
(Means for Solving the Problems) That is, the above-mentioned object of the present invention is to provide a method for constructing an outdoor drain pipe that connects a building and a drainage basin installed outside the building via a mounting pipe, in which the ground surface is excavated. After constructing the underground beams that will become the foundation of the building in the excavated area and before backfilling the excavated area, piping work for the attachment pipe is carried out, and then, prior to assembling the scaffolding for constructing the building shed. This is achieved by a method for constructing an outdoor drain pipe, characterized in that the underground beam portion and the attachment pipe are buried under the ground.

(作用) 基礎工事の時期に同時に外部排水管工事を施工するので
、従来工程の場合に行っていた足場解体後の再堀削作業
及び再埋め戻し作業を省略して工事の容易化と工期の短
縮が達威できる。
(Function) Since the external drainage pipe work is performed at the same time as the foundation work, the re-excavation work and re-filling work after dismantling the scaffolding, which were performed in the conventional process, are omitted, making the work easier and shortening the construction period. Shortening can be achieved.

また、配管工事の施工が、建設着工時の比較的手隙の時
期に行われるので、作業工期に余裕が持てる。
In addition, since the piping work is carried out at a relatively slow time when construction starts, there is ample time for the work to be completed.

また、屋内配管との接続完了時点で直ちに通水試験がで
きる。
Additionally, water flow tests can be performed immediately upon completion of connection to indoor piping.

(実施例) 以下、図面により本発明の実施例を詳説する。(Example) Hereinafter, embodiments of the present invention will be explained in detail with reference to the drawings.

第1図は、本発明の屋外排水管の施工方法を説明する全
体構威図である。
FIG. 1 is an overall structural diagram illustrating the method of constructing an outdoor drain pipe according to the present invention.

図において、■は敷地内に設置される屋外排水桝3と屋
内排水管(図示せず)とを接続する取付管、2は屋内排
水管を前記取付管1に接続するためのソケット、3は屋
外排水桝、4は配管用の地中梁貫通スリーブ、5は穴埋
め用モルタル、6は地中梁部、7は前記地中梁部6を構
築するための外側型枠、8は同じく内側型枠を示してい
る。他に、記号CLで示す部分が地表面を、線Aで示す
部分が建設工事のための地表の掘削領域を表している。
In the figure, ■ is a mounting pipe that connects an outdoor drainage basin 3 installed on the premises and an indoor drainage pipe (not shown), 2 is a socket for connecting the indoor drainage pipe to the mounting pipe 1, and 3 is a socket for connecting the indoor drainage pipe to the mounting pipe 1. 4 is an underground beam penetrating sleeve for piping, 5 is mortar for filling holes, 6 is an underground beam section, 7 is an outer formwork for constructing the underground beam section 6, and 8 is an inner mold. It shows the frame. In addition, the part indicated by the symbol CL represents the ground surface, and the part shown by line A represents the excavation area of the ground surface for construction work.

また、前記屋外排水桝3上であって建物周囲に組み立て
られる足場11を一点鎖線により、前記地中梁部6に連
続した一階スラブ9上に建設される建物外壁12を破線
により夫々示している.次に、本発明の方法に基づく作
業手順を説明する. まず、建物の基礎工事として、地表面GLの堀削領域に
地中梁部6の芯材となる鉄筋を組み立てると共に、地中
梁貫通スリーブ4を組み入れる。
Scaffolding 11, which is to be assembled around the building on the outdoor drainage basin 3, is shown by a dashed line, and the outer wall 12 of the building, which is constructed on the first floor slab 9 continuous to the underground beam part 6, is shown by a broken line. There is. Next, a working procedure based on the method of the present invention will be explained. First, as foundation work for the building, reinforcing bars that will become the core material of the underground beam section 6 are assembled in the excavated area of the ground surface GL, and the underground beam penetrating sleeve 4 is assembled.

次いで、前記鉄筋を囲うようにして外側型枠7及び内便
型枠8により地中梁部用型枠を組み立て、該型枠内にコ
ンクリートを流し込んで打設工事を行う。コンクリート
が凝固した時点で前記外側型枠7を取り外し、屋外排水
管の配管工事を施工する。すなわち、建物敷地内に屋外
排水桝3を設置すると共に、該排水桝3と前記地中梁貫
通スリーブ4とを前記取付管lにより接続する。同時に
前記スリーブ4内の中空部分及び露出部分を穴埋め用モ
ルタル5で埋め込む.これら作業が完了した時点で建物
周囲の埋め戻し及び整地を行って、次に建物周囲に仮設
足場を組み立てて上屋建築工事を着工する.一方、上屋
建設の進行に合わせて前記内側型枠8を取り外し、屋内
排水管を前記ソケット2に接続して延長する。以上によ
り排水管の配管工事は終了する。
Next, a formwork for the underground beam is assembled using the outer formwork 7 and the inner formwork 8 so as to surround the reinforcing bars, and concrete is poured into the formwork to carry out pouring work. Once the concrete has solidified, the outer formwork 7 is removed and the outdoor drainage pipe piping work is carried out. That is, an outdoor drainage basin 3 is installed within the building site, and the drainage basin 3 and the underground beam penetrating sleeve 4 are connected by the attachment pipe 1. At the same time, the hollow and exposed parts of the sleeve 4 are filled with hole-filling mortar 5. Once these works are completed, the area around the building will be backfilled and the ground leveled, temporary scaffolding will be erected around the building, and construction work on the shed will begin. Meanwhile, as the construction of the shed progresses, the inner formwork 8 is removed and the indoor drainage pipe is connected to the socket 2 and extended. With the above steps, the drainage pipe piping work is completed.

(発明の効果) 以上記載したとおり、本発明の屋外排水管の施工方法に
よれば、配管工事が基礎工事の段階で施工されるので、
地表面の掘り起こし及び埋め戻し作業が一度で済み、工
事の容易化と共に工期の短縮が図れる。また、屋外排水
管工事が竣工間際に施工されないため、舗装等による他
の工事との重なりが回避されて繁雑が解消できるばかり
か、着工時の比較的手隙の時期に施工ができる。また、
建設初期の段階で排水管工事が完了しているので、従来
より早く通水試験ができる。
(Effects of the Invention) As described above, according to the outdoor drainage pipe construction method of the present invention, the piping work is performed at the foundation construction stage.
Excavation and backfilling of the ground surface only need to be done once, making the construction easier and shortening the construction period. In addition, since the outdoor drainage pipe work is not carried out right before the completion of the construction, it is possible to avoid overlapping with other works such as paving, which not only eliminates complication, but also allows construction to be carried out at a relatively slow time when construction begins. Also,
Since drainage pipe work is completed at the early stage of construction, water flow tests can be conducted sooner than before.

【図面の簡単な説明】[Brief explanation of drawings]

第l図は本発明の屋外排水管の施工方法の一実施例を説
明する全体構成図である。 ■−・一取付管、    2− ソケット、3一 屋外
排水桝、 4 一 地中梁貫通スリーブ、 5〜 穴埋め用モルタル、 6 8 地中梁部、 内側型枠、 7 9 外側型枠、 一階スラブ、 1 1 足場、 1 2 一建物外壁 第 1 図
FIG. 1 is an overall configuration diagram illustrating an embodiment of the outdoor drain pipe construction method of the present invention. ■--1 mounting pipe, 2- socket, 3- outdoor drainage basin, 4- underground beam penetrating sleeve, 5- mortar for hole filling, 6 8 underground beam section, inner formwork, 7 9 outer formwork, first floor Slab, 1 1 Scaffolding, 1 2 Building exterior wall Figure 1

Claims (1)

【特許請求の範囲】[Claims] 建物と該建物外部に設置した排水桝とを取付管を介して
接続する屋外排水管の施工方法において、地表面を掘削
した掘削領域に建物の基礎となる地中梁部を構築後且つ
前記掘削領域の埋め戻し以前に前記取付管の配管工事を
実施し、その後、建物の上屋建設のための足場組立に先
立って前記地中梁部及び前記取付管の埋設を行うことを
特徴とする屋外排水管の施工方法。
In a construction method for an outdoor drain pipe that connects a building and a drainage basin installed outside the building via a mounting pipe, after constructing an underground beam that will become the foundation of the building in an excavated area where the ground surface is excavated, and after the excavation The outdoor area is characterized by carrying out piping work for the attachment pipe before backfilling the area, and then burying the underground beam part and the attachment pipe before assembling scaffolding for constructing a building shed. Drainage pipe construction method.
JP16080789A 1989-06-26 1989-06-26 Outdoor drainage pipe construction method Expired - Lifetime JPH0663271B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16080789A JPH0663271B2 (en) 1989-06-26 1989-06-26 Outdoor drainage pipe construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16080789A JPH0663271B2 (en) 1989-06-26 1989-06-26 Outdoor drainage pipe construction method

Publications (2)

Publication Number Publication Date
JPH0328427A true JPH0328427A (en) 1991-02-06
JPH0663271B2 JPH0663271B2 (en) 1994-08-22

Family

ID=15722860

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16080789A Expired - Lifetime JPH0663271B2 (en) 1989-06-26 1989-06-26 Outdoor drainage pipe construction method

Country Status (1)

Country Link
JP (1) JPH0663271B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003261980A (en) * 2002-03-08 2003-09-19 Asahi Kasei Corp Structure of connection between drain pipe and drainage basin

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003261980A (en) * 2002-03-08 2003-09-19 Asahi Kasei Corp Structure of connection between drain pipe and drainage basin

Also Published As

Publication number Publication date
JPH0663271B2 (en) 1994-08-22

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