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JP3692476B2 - Construction method and dredging member to create a pit in the middle of a running water conduit - Google Patents

Construction method and dredging member to create a pit in the middle of a running water conduit Download PDF

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Publication number
JP3692476B2
JP3692476B2 JP2002371039A JP2002371039A JP3692476B2 JP 3692476 B2 JP3692476 B2 JP 3692476B2 JP 2002371039 A JP2002371039 A JP 2002371039A JP 2002371039 A JP2002371039 A JP 2002371039A JP 3692476 B2 JP3692476 B2 JP 3692476B2
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JP
Japan
Prior art keywords
conduit
pit
scissors
construction method
running water
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.)
Expired - Fee Related
Application number
JP2002371039A
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Japanese (ja)
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JP2004204439A (en
Inventor
秀夫 黒谷
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大同機工株式会社
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Filing date
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Priority to JP2002371039A priority Critical patent/JP3692476B2/en
Publication of JP2004204439A publication Critical patent/JP2004204439A/en
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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、上下水道の流水導管の途中に、流水を活かした侭ピットを造成する工法とその工法の実施や,既設ピット内の工事に用いる筧部材に関するものである。
【0002】
【従来の技術】
長距離推進工法の進歩により、上下水道管の敷設計画において、点検用マンホールや分岐管路を設けるためのピット間の間隔が次第に長距離化しつつあるが、敷設後、導管の途中にピットを設ける必要を生じることがある。
【0003】
その場合、▲1▼バイパス工法、▲2▼ポンプアップ工法、▲3▼土嚢積上工法、▲4▼〆切付替工法などが考えられるが、前記▲1▼及び▲2▼の工法は流水導管の場合、ピット造成完了までの工期が長期間になると共に、厖大な工事費を必要とし、▲2▼の工法は、更に騒音公害の問題もある。
【0004】
また▲3▼及び▲4▼の工法は、流量が少ない場合は使えるが、幹線管路のように、流量が多い場合には使用することができない。
【0005】
なお、上記▲1▼〜▲4▼の工法について記載すべき先行技術文献情報は所有していないため先行技術文献情報については記載できない。
【0006】
【発明が解決しようとする課題】
そこで、本発明は、工期が短く、工事費が安価で済む流水導管の途中のピット造成工法とその工法の実施や、ピット内の工事に有用な筧部材を提供することを課題とするものである。
【0007】
【課題を解決するための手段】
本発明は、上記課題を解決するためになされたもので、第1の発明は、ピット造成部の導管の周囲に空間を設けた後、先ず前記導管のピットの内法以下の長さの上半分をカットして除去し、次に下面が導管の内面に密接し、且つ後部にストッパーを設けた樋状の筧部材を導管の未カット部内に装着し、少なくとも下半分のピットを造成した後、前記導管の未カット部を筧部材の受部を残してカットして除去し、次いで筧部材を撤去して流水導管の途中にピットを造成する工法である。
【0008】
第2の発明は、前記第1の発明を実施する際や、既設ピット内の作業に用いられる筧部材の構成に関するもので、樋状本体の下面に導管に密接する水密ゴムを設けると共に、前縁に流水物を前記樋状本体上面に案内するベルマウスを設け、後縁に導管と係合するストッパーを設けた筧部材である。
【0009】
また、第3の発明は第1の発明の実施等に使用する筧部材の装着・撤去を容易にするため、分割組立式とした筧部材であり、第4の発明は樋状本体を流れの方向又は巾方向に伸縮する構成とした筧部材である。
【0010】
【発明の実施の形態】
図1は、本発明を適用した実施例のピット造成工程を示す説明図で、この図により、作業手順を説明すると次の通りである。
【0011】
図1において、1は汚水等が流れているヒューム管を用いた導管、2は筧部材、3はピットで、先ず(a)に示すように導管1のピット3を造成する部分に空間Aを設ける。
【0012】
次にピット3の内法以下の長さの導管1の上半分1aを(b)のようにカットした後、残った下半分の導管1内に(c)に示すように樋状の筧部材2をセットする。なお、筧部材2の構造については、図2〜図5に示す拡大図により後述する。
【0013】
ピット3の下半分3aを(d)に示すように造成した後、図(e)に示すように造成したピット周辺の埋戻しを行う。
【0014】
ピット3の下半分3aの造成が終了したならば、(f)のように筧部材2の受部1c、1cを残して導管1の末カット部1bをワイヤーカット機でカットして除去し、次いで、(g)のように筧部材2を撤去した後、ピットの上半分3bを(h)のように造成してピット造成を完了する。
【0015】
上記ピット造成工程においては、ピット3の造成を筧部材2を導管1内に装着してから行うようにしたが、ピット3を造成してから筧部材2を装着してもよい。しかし乍ら、図面に示したように先に筧部材を装着する手順の方が作業が容易であり好ましい。
【0016】
以上の説明から容易に理解されるように、本発明に係る工法によると、流水導管であっても前記▲1▼の工法のように、厖大な工事と日数を要するバイパス路を設けたり、前記▲2▼の工法のように大容量あるいは多数のポンプを必要とすることなく、ピット造成部周辺の工事だけで済む。従って工期及び工費が少なくて済むという土木工事上格別な効果が得られるものである。
【0017】
図2〜図5は、図1で示す実施例で使用した筧部材2の詳細を示す拡大図で、図2は平面図、図3は縦断面図、図4は側面図、図5は前後縁の構成を示す断面図である。
【0018】
この実施例の筧材部2は、樋状本件を下面周縁に枠21aを設けた4枚のパネル21,21,21,21と、2枚のパネル22a,22aから成る継足しパネル22,22と、前縁に設けたベルマウス23と、補強並びに吊上げ吊下げ用のガーダー24とから成り、ボルト及びナット等の連結具によって組立てる構造としたものである。
【0019】
そして、樋状本件の下面には流水導管1の内面に密着するように水密ゴム25が取付けられ、継足しパネル22の下流側には流水導管1のカット部と係合するストッパー26が設けられている。
【0020】
以上のように構成された筧部材2は、流水の水圧によって流水導管1の内面に密着し、流水導管1の下半分の未カット部1bをワイヤーカット機でカット中、流水が漏れることはないが、流量が少なく水圧が小さい場合は、例えば図3において想像線で示したように抑止用支保工4を設けるようにすればよい。
【0021】
以上の説明から明らかなように、本発明は導管1中を流れる流水の水圧を利用して、ピット造成部に筧部材2を架設密着させるという新しいアイデアを導入することにより、流水中の導管、例えば下水道導管の途中に、流れを活かした侭ピットの造成を可能にしたもので、従来考えられている工法に比し、遥かに少ない工事費で施行することを可能にしたもので、実用上土木工事上貢献するところ極めて大である。
【0022】
図2〜図5で示した筧部材は分割組立式としたものであるが、導管内に敷設し、撤去を容易にするものとして流れの方向や巾方向に伸縮する形式のものとしてもよい。
【0023】
ここでは筧部材を流水導管の途中にピットを造成する場合に使用した例を示したが、既設ピット内の工事、例えば、分岐路を持つピットにおいて、分岐路導管の入り口に水門を構築する場合等に使用することができる。
【0024】
【発明の効果】
流水導管の途中に、ピットの造成を短期間に行うことを可能にし、工事費の低減に効果がある。
【図面の簡単な説明】
【図1】本発明の実施例における施工手順を示す説明図。
【図2】ハーフカットした流水導管に挿入した筧部材の平面図。
【図3】図2の縦断面図。
【図4】図2の一部截断側面図。
【図5】筧部材の下部構造の詳細を示す拡大縦断面図。
【符号の説明】
1 導管
2 筧部材
3 ピット
4 支保工
21 パネル
21a 枠
22 継足しパネル
23 ベルマウス
24 ガーダー
25 水密ゴム
26 ストッパー
[0001]
BACKGROUND OF THE INVENTION
TECHNICAL FIELD The present invention relates to a method for constructing a dredging pit that makes use of flowing water in the middle of a running water pipe of a water and sewage system, implementation of the method, and a dredging member used for construction in an existing pit.
[0002]
[Prior art]
With the progress of the long-distance propulsion method, the interval between pits for installing inspection manholes and branch pipes is gradually increasing in water supply and sewage pipe layout designs, but after installation, pits are provided in the middle of the conduit. It may create a need.
[0003]
In this case, (1) bypass method, (2) pump-up method, (3) sandbag topping method, (4) dredging replacement method, etc. can be considered, but the above methods (1) and (2) are flowing water. In the case of a conduit, the construction period until the completion of pit construction is long, and a large construction cost is required. The construction method (2) also has a problem of noise pollution.
[0004]
In addition, the methods (3) and (4) can be used when the flow rate is small, but cannot be used when the flow rate is high as in a main line.
[0005]
In addition, since the prior art document information which should describe about the construction method of said (1)-(4) is not owned, it cannot describe prior art document information.
[0006]
[Problems to be solved by the invention]
Therefore, the present invention has an object to provide a pit construction method in the middle of a running water conduit that requires a short construction period and low construction costs, and the implementation of the construction method, and a dredging member useful for construction in the pit. is there.
[0007]
[Means for Solving the Problems]
The present invention has been made to solve the above-mentioned problems. In the first invention, after providing a space around the conduit of the pit formation section, first, the length of the pit of the conduit is less than the inner length. After cutting and removing the half, and then installing the saddle-shaped saddle member with the lower surface in close contact with the inner surface of the conduit and with a stopper at the rear in the uncut portion of the conduit, creating at least the lower half pit In this construction method, the uncut portion of the conduit is cut and removed while leaving the receiving portion of the dredging member, and then the dredging member is removed to create a pit in the middle of the flowing water conduit.
[0008]
The second invention relates to the structure of the eaves member used when the first invention is carried out or for the work in the existing pit, and is provided with a watertight rubber in close contact with the conduit on the lower surface of the eaves-like main body. A bell mouth is provided with a bell mouth that guides the flowing water to the upper surface of the bowl-shaped main body at the edge, and a stopper that engages with the conduit at the rear edge.
[0009]
Further, the third invention is a scissor member that is divided and assembled to facilitate the mounting / removal of the scissors member used in the implementation of the first invention, and the fourth invention is a flow-shaped main body with a flow-shaped body. It is a gutter member configured to expand and contract in the direction or the width direction.
[0010]
DETAILED DESCRIPTION OF THE INVENTION
FIG. 1 is an explanatory view showing a pit creation process of an embodiment to which the present invention is applied. The work procedure will be described with reference to this figure as follows.
[0011]
In FIG. 1, 1 is a conduit using a fume pipe through which sewage flows, 2 is a gutter member, 3 is a pit, and first, as shown in FIG. Provide.
[0012]
Next, after the upper half 1a of the conduit 1 having a length equal to or shorter than the inner length of the pit 3 is cut as shown in (b), the remaining half-half conduit 1 has a bowl-like saddle member as shown in (c). Set 2 The structure of the eaves member 2 will be described later with reference to enlarged views shown in FIGS.
[0013]
After the lower half 3a of the pit 3 is formed as shown in (d), backfilling around the formed pit is performed as shown in FIG.
[0014]
When the formation of the lower half 3a of the pit 3 is completed, the end cut portion 1b of the conduit 1 is cut and removed with a wire cutting machine, leaving the receiving portions 1c and 1c of the flange member 2 as shown in (f). Next, after removing the eaves member 2 as shown in (g), the upper half 3b of the pit is created as shown in (h) to complete the pit creation.
[0015]
In the pit creation step, the pit 3 is created after the saddle member 2 is installed in the conduit 1. However, the saddle member 2 may be installed after the pit 3 is created. However, as shown in the drawing, the procedure of attaching the scissors member first is preferable because the operation is easier.
[0016]
As can be easily understood from the above description, according to the construction method according to the present invention, even with a running water conduit, as in the construction method of (1), a bypass route that requires enormous construction and days can be provided, As in the method (2), only the construction around the pit building is required without requiring a large capacity or a large number of pumps. Therefore, it is possible to obtain a special effect in civil engineering work in which the construction period and the construction cost can be reduced.
[0017]
2 to 5 are enlarged views showing details of the eaves member 2 used in the embodiment shown in FIG. 1, FIG. 2 is a plan view, FIG. 3 is a longitudinal sectional view, FIG. 4 is a side view, and FIG. It is sectional drawing which shows the structure of an edge.
[0018]
The saddle member 2 of this embodiment is an extension panel 22, 22 composed of four panels 21, 21, 21, and a pair of panels 22 a, 22 a provided with a frame 21 a on the lower surface periphery. And a bell mouth 23 provided on the front edge, and a girder 24 for reinforcement and lifting / suspending, and is structured to be assembled by a coupling tool such as a bolt and a nut.
[0019]
And the watertight rubber | gum 25 is attached to the lower surface of a bowl-shaped case so that it may closely_contact | adhere to the inner surface of the flowing water conduit 1, and the stopper 26 engaged with the cut part of the flowing water conduit 1 is provided in the downstream of the extension panel 22. ing.
[0020]
The dredge member 2 configured as described above is in close contact with the inner surface of the flowing water conduit 1 by the water pressure of the flowing water, and the flowing water does not leak while cutting the uncut portion 1b of the lower half of the flowing water conduit 1 with a wire cutting machine. However, when the flow rate is small and the water pressure is small, for example, as shown by an imaginary line in FIG.
[0021]
As is clear from the above description, the present invention introduces a new idea of using the water pressure of the flowing water flowing in the conduit 1 to cause the dredging member 2 to be installed in close contact with the pit formation portion, thereby providing a conduit for flowing water, For example, it is possible to create a dredging pit that makes use of the flow in the middle of a sewer pipe, and it can be implemented with much lower construction costs compared to conventional methods. It is extremely important to contribute to civil engineering work.
[0022]
Although the eaves members shown in FIGS. 2 to 5 are divided and assembled, they may be of a type that is laid in a conduit and expands and contracts in the direction of flow and width to facilitate removal.
[0023]
In this example, the dredging member was used to create a pit in the middle of a running water conduit. However, in the construction of an existing pit, for example, when a sluice is constructed at the entrance of a branching conduit in a pit with a branching passage. Can be used for etc.
[0024]
【The invention's effect】
It is possible to create a pit in the short run along the running water conduit, which is effective in reducing construction costs.
[Brief description of the drawings]
FIG. 1 is an explanatory diagram showing a construction procedure in an embodiment of the present invention.
FIG. 2 is a plan view of a gutter member inserted into a half-cut running water conduit.
3 is a longitudinal sectional view of FIG.
4 is a partially cutaway side view of FIG. 2. FIG.
FIG. 5 is an enlarged longitudinal sectional view showing details of a lower structure of the flange member.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Conduit 2 Anchor member 3 Pit 4 Support work 21 Panel 21a Frame 22 Additional panel 23 Bell mouth 24 Girder 25 Watertight rubber 26 Stopper

Claims (4)

ピット造成部の導管の周囲に空間を設けた後、先ず前記導管のピットの内法以下の長さの上半分をカットして除去し、次に下面が導管の内面に密接し、且つ後部にストッパーを設けた樋状の筧部材を導管の未カット部内に装着し、少なくとも下半分のピットを造成した後、前記導管の未カット部を筧部材の受部を残してカットして除去し、次いで筧部材を撤去することを特徴とする流水導管の途中にピットを造成する工法。After providing a space around the conduit of the pit building, first, the upper half of the conduit pit is cut and removed, and then the lower surface is in close contact with the inner surface of the conduit and at the rear. After mounting the hook-shaped hook member provided with the stopper in the uncut portion of the conduit and creating the pit of at least the lower half, the uncut portion of the conduit is cut and removed leaving the receiving portion of the hook member, Next, a construction method for creating a pit in the middle of a running water conduit characterized by removing the dredging member. 樋状本体の下面に導管に密接する水密ゴムを設けると共に、前縁に流水物を前記樋状本体上面に案内するベルマウスを設け、且つ後縁に導管と係合するストッパーを設けたことを特徴とする筧部材。A watertight rubber that is in close contact with the conduit is provided on the lower surface of the bowl-shaped body, a bell mouth that guides the flowing water to the upper surface of the bowl-shaped body is provided on the front edge, and a stopper that engages with the conduit is provided on the rear edge. Characteristic scissors member. 樋状本体を分割組立式としたことを特徴とする請求項2記載の筧部材。The scissors member according to claim 2, wherein the scissors-shaped main body is divided and assembled. 樋状本体を流れの方向又は巾方向に伸縮する構成としたことを特徴とする請求項2記載の筧部材。The scissors member according to claim 2, wherein the scissors-shaped main body is configured to expand and contract in the flow direction or the width direction.
JP2002371039A 2002-12-20 2002-12-20 Construction method and dredging member to create a pit in the middle of a running water conduit Expired - Fee Related JP3692476B2 (en)

Priority Applications (1)

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JP2002371039A JP3692476B2 (en) 2002-12-20 2002-12-20 Construction method and dredging member to create a pit in the middle of a running water conduit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002371039A JP3692476B2 (en) 2002-12-20 2002-12-20 Construction method and dredging member to create a pit in the middle of a running water conduit

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JP3692476B2 true JP3692476B2 (en) 2005-09-07

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