JP4786310B2 - How to correct the drainage stack - Google Patents

How to correct the drainage stack Download PDF

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Publication number
JP4786310B2
JP4786310B2 JP2005336103A JP2005336103A JP4786310B2 JP 4786310 B2 JP4786310 B2 JP 4786310B2 JP 2005336103 A JP2005336103 A JP 2005336103A JP 2005336103 A JP2005336103 A JP 2005336103A JP 4786310 B2 JP4786310 B2 JP 4786310B2
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Japan
Prior art keywords
drainage
slab
floor
pipe
drainage stack
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JP2007138629A (en
Inventor
英雄 山鹿
朝夫 中尾
一郎 南雲
誠造 小島
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Marunaka Co Ltd
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Marunaka Co Ltd
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  • Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)
  • Pipe Accessories (AREA)

Description

本発明は、集合住宅やビルなどの多層建物に配設された排水立て管の更正方法に関する
ものである。
The present invention relates to a method for correcting a drainage stack disposed in a multi-layered building such as an apartment house or a building.

集合住宅やビルなどの多層建物には、各階から排出される排水を下水道等に流すために
排水立て管が配設されている。かかる排水立て管は長期間の使用により劣化し、腐蝕、減
肉、ひび、亀裂等を生じる。従って、竣工後、適当な時点で、排水立て管の保守が必要と
なるがる。しかし、排水立て管は、通常、各階のスラブ床面を構成するコンクリートスラ
ブを貫通して設けられ、貫通部はモルタルなどで固められている。そのため、モルタル部
分を破砕しないかぎり、既設の排水立て管をすべて新しい配管に交換することはできない
。そこで、既設の配管の老化を防止し、排水立て管の使用期間を延ばすために、研磨洗浄
後、配管内面をエポキシ樹脂などでライニングする方法が提案されている(例えば、特許
文献1〜3)。
A multi-layered building such as an apartment house or a building is provided with a drainage standpipe for flowing wastewater discharged from each floor to a sewer. Such drainage stacks deteriorate with long-term use and cause corrosion, thinning, cracks, cracks, and the like. Accordingly, it is necessary to maintain the drainage stack at an appropriate time after completion. However, the drainage stack is usually provided through a concrete slab constituting the slab floor surface of each floor, and the penetrating portion is hardened with mortar or the like. Therefore, all existing drainage stacks cannot be replaced with new pipes unless the mortar part is crushed. Then, in order to prevent the aging of the existing piping and extend the use period of the drainage stack, a method of lining the inner surface of the piping with an epoxy resin after polishing and cleaning has been proposed (for example, Patent Documents 1 to 3). .

特許文献1の「排水縦管の更正方法」は、液状のエポキシ樹脂を配管の内面に噴霧塗布
する方法であり、図5に示すように、排水縦管51を下部及び上部の2箇所において切断
する工程、切断後に管内壁面の付着物を除去するクリーニング工程、乾燥工程、加熱され
且つ移動速度の調節を自在にして管内に挿入したホース54を所要の一定速度で移動させ
、先端の塗料噴出ノズル55から速乾性の二液性エポキシ樹脂塗料を噴出させて塗膜を形
成する工程からなる。
Patent Document 1 “Method for Correcting Drainage Vertical Pipe” is a method in which a liquid epoxy resin is sprayed onto the inner surface of a pipe, and as shown in FIG. 5, the drainage vertical pipe 51 is cut at two locations, the lower part and the upper part. A step of cleaning, a cleaning step of removing deposits on the inner wall of the tube after cutting, a drying step, a heated hose 54 inserted into the tube with adjustable movement speed, and moved at a required constant speed, and a paint spray nozzle at the tip 55, a process of forming a coating film by ejecting a quick-drying two-component epoxy resin paint from 55.

特許文献2の「管路補修方法」は、不透水性筒状シートを配管の内面に貼着する方法で
あり、図6(A)(B)に示すように、排水管61の端部に上方に開口する屈曲管65を
臨ませて配置し、筒状に形成された不透水性の内側表層部を有する第2のライナー部材6
2を、前記屈曲管65を通じて前記排水管61内に供給し、前記第2のライナー部材62
の先端部を反転状態として前記排水管61内に挿入し、この反転状態とされた反転部分の
前記内側表層部の間に水等の液体の液圧を作用させて第2のライナー部材62の反転部分
を排水管61の奥に進行させるものである。
The “pipeline repairing method” in Patent Document 2 is a method of sticking an impermeable cylindrical sheet to the inner surface of a pipe, and as shown in FIGS. 6 (A) and 6 (B), at the end of the drain pipe 61. A second liner member 6 which is disposed facing the bent pipe 65 opened upward and has a water-impermeable inner surface layer portion formed in a cylindrical shape.
2 is supplied into the drain pipe 61 through the bent pipe 65, and the second liner member 62 is supplied.
The tip portion of the second liner member 62 is inserted into the drain pipe 61 in an inverted state, and a hydraulic pressure of a liquid such as water is applied between the inner surface layer portions of the inverted portion in the inverted state. The reverse portion is advanced to the back of the drain pipe 61.

特許文献3の「管のライニング方法」は、不透水性筒状シートをエポキシ樹脂含浸布シ
ートとしたものであり、図7(A)(B)に示すように、弾性体チューブ72を複数枚重
ね合わせて筒状に形成し、該弾性体チューブの外周面に織布又は不織布による樹脂吸収材
を被覆してライニング材71を形成し、このライニング材の樹脂吸収材に硬化性樹脂を含
浸させながら管路73内に引き込み、圧力流体を注入して弾性体チューブ72を膨張させ
、硬化性樹脂の硬化後、弾性体チューブを引き抜くものである。
Patent Document 3 “Tube Lining Method” uses an impervious cylindrical sheet as an epoxy resin-impregnated cloth sheet. As shown in FIGS. 7A and 7B, a plurality of elastic tubes 72 are provided. The elastic tube is formed into a cylindrical shape, and the outer peripheral surface of the elastic tube is covered with a resin absorbent material made of woven fabric or non-woven fabric to form a lining material 71. The resin absorbent material of the lining material is impregnated with a curable resin. However, the elastic tube 72 is drawn into the conduit 73 and injected with pressure fluid to expand the elastic tube 72. After the curable resin is cured, the elastic tube is pulled out.

上述した特許文献1の方法は、エポキシ樹脂を配管内面に直接噴霧して塗布するため、
様々な工夫がなされているものの、配管内面に均一の厚さで樹脂層を形成しにくく、特に
管長が長い場合は樹脂層の形成状況を十分に確認できないために信頼性に欠けるという問
題がある。
In the method of Patent Document 1 described above, the epoxy resin is directly sprayed and applied to the inner surface of the pipe.
Although various ideas have been made, it is difficult to form a resin layer with a uniform thickness on the inner surface of the pipe, and in particular, when the pipe length is long, there is a problem that the formation of the resin layer cannot be fully confirmed and the reliability is lacking. .

また、特許文献2,3の方法は、筒状シートを配管の内面に貼着するため、噴霧塗布方
法と異なり、皮膜を形成するシートの厚さが一定であるために配管内面に均一の厚さで樹
脂層を形成することができ、その面で優れているが、排水立て管に接続されている横引き
の枝管など複雑に配設された配管の更正では手間がかかりすぎる問題があった。
Moreover, since the method of patent document 2, 3 sticks a cylindrical sheet | seat on the inner surface of piping, unlike the spray coating method, since the thickness of the sheet | seat which forms a film | membrane is constant, it has uniform thickness on the piping inner surface. It is possible to form a resin layer, which is excellent in terms of the surface, but there is a problem that it takes too much time to correct complicatedly arranged pipes such as laterally extending branch pipes connected to the drainage standpipe. It was.

そこで、本発明者らは、複数階の各スラブを貫通して配設された排水立て管の管長が長
い場合でも、また排水立て管に横引き枝管が接続されている場合でも、手間がかからず短
時間に容易に、枝管を含む全配管の内面に均一の厚さで樹脂層を形成することができる排
水立て管の更正方法を開発し、特願2004−236909として提案している。
Therefore, the present inventors have a trouble even when the length of the drainage stack arranged through the slabs of the plurality of floors is long or when the horizontal branch pipe is connected to the drainage stack. Developed a drainage stack correction method that can easily form a resin layer with a uniform thickness on the inner surface of all pipes including branch pipes in a short time, and proposed as Japanese Patent Application No. 2004-236909. Yes.

この方法は、複数階のスラブ床面を構成するコンクリートスラブを貫通して配設された
排水立て管の更正方法であって、
更正する当階とその上階の間の排水立て管を、当階のスラブ床面から所定の位置及び上
階のスラブ天井面から所定の位置で切断して、その間の連結部を除去する切断工程と、
当階のスラブ床面及び/又は上階のスラブ天井面に残存する排水立て管のスラブ貫通部
の内面を研磨洗浄後、その内面にエポキシ樹脂皮膜を形成する貫通部更正工程と、
切断工程で除去した部分に、新たな管を継ぎ足す連結部更正工程と、からなることを特
徴としている。
This method is a method of correcting a drainage stack disposed through a concrete slab that constitutes a floor surface of a plurality of floors,
Cutting the drainage stack between the floor to be corrected and the upper floor at a predetermined position from the slab floor surface of the current floor and at a predetermined position from the slab ceiling surface of the upper floor, and removing the connecting portion therebetween Process,
After the inner surface of the slab penetrating portion of the drainage stack remaining on the slab floor surface of the current floor and / or the slab ceiling surface of the upper floor is polished and washed, a penetrating portion correcting step for forming an epoxy resin film on the inner surface,
It is characterized by comprising a connecting portion correcting step of adding a new pipe to the portion removed in the cutting step.

この更正方法によれば、切断工程で残存させた一部の排水立て管(スラブ貫通部)の内
面を、貫通部更正工程において研磨洗浄し、その内面にエポキシ樹脂皮膜を形成するので
、排水立て管全体を更正する従来の工法と比較して短時間で作業を終了できる。また、残
存させる排水立て管(スラブ貫通部)の管長は短いので、エポキシ樹の皮膜形成状況の確
認検査が容易である。
According to this correction method, the inner surface of a part of the drainage stack (slab penetration part) left in the cutting process is polished and washed in the penetration part correction process, and an epoxy resin film is formed on the inner surface. The work can be completed in a short time compared to the conventional method of correcting the entire pipe. Moreover, since the pipe length of the drainage standpipe (slab penetration part) to remain is short, the confirmation test | inspection of the film | membrane formation state of an epoxy tree is easy.

また、切断工程、貫通部更正工程及び連結部更正工程の3工程を、任意の階から順次又
は並行して繰り返すことにより、都合のよい部屋から順次又は並行して更正作業をできる
ことになる。
In addition, by repeating the three steps of the cutting step, the penetrating portion correcting step, and the connecting portion correcting step sequentially or in parallel from an arbitrary floor, the correcting operation can be performed sequentially or in parallel from a convenient room.

ところで、横引き枝管を接続する排水立て管のスラブ貫通部に用いられる排水集合管継
手においては、枝管から、例えば汚物を含んだ大便器排水が大量かつ一気に流入すると、
枝管の接続口と対向する内壁面に衝突して管内をしてしまう場合があり、この閉塞状態の
まま流下すると管内に圧力変動が発生し、この圧力変動が大きい場合には、排水トラップ
の破封等のトラブルの原因となることが知られている。
By the way, in the drainage collecting pipe joint used in the slab penetrating portion of the drainage stack connecting the laterally drawn branch pipes, for example, a large amount of toilet drainage containing filth flows from the branch pipes at once.
The pipe may collide with the inner wall facing the connection port of the branch pipe and flow inside the pipe, and if it flows down in this blocked state, a pressure fluctuation will occur in the pipe, and if this pressure fluctuation is large, It is known to cause troubles such as breakage.

このようなトラブルの回避策としては、特許文献4によって提案されている通り、枝管
の接続口に対向する内面に排水を左右に分岐して流下させる分流ガイドを設けることが非
常に有効である。
As a measure for avoiding such troubles, as proposed in Patent Document 4, it is very effective to provide a diversion guide for branching and draining the drainage water left and right on the inner surface facing the connection port of the branch pipe. .

特開平5−31456号公報、「排水縦管の更正方法」Japanese Patent Application Laid-Open No. 5-31456, “Method for correcting drainage vertical pipe” 特開平6−106622号公報、「管路補修方法」JP-A-6-106622, “Pipeline repair method” 特開2002−160295号公報、「管のライニング方法」JP 2002-160295 A, “Pipe lining method” 特開平10−332066号公報JP-A-10-332066

本発明は、上記の点に留意してなされたものであって、その目的とするところは、複数
階の各スラブを貫通して配設された排水立て管の管長が長い場合でも、容易かつ短時間に
枝管を含む全配管の内面に均一の厚さで樹脂層を形成することができ、さらに、大便器排
水等が一気に流入しても管内の圧力変動を生ぜず若しくは緩和し、これによりトラップ破
封等のトラブルを防止できるようにした排水立て管の更正方法を提案することにある。
The present invention has been made in consideration of the above points, and the object of the present invention is to make it easy and easy even when the length of a drainage stack disposed through each slab of a plurality of floors is long. A resin layer with a uniform thickness can be formed on the inner surface of all pipes including branch pipes in a short time, and even if toilet drainage etc. flows at once, pressure fluctuations in the pipe do not occur or are alleviated. The purpose of this is to propose a method for correcting the drainage stack that can prevent troubles such as trap breakage.

上記の目的を達成するために、本発明が講じた技術的手段は、次の通りである。即ち、
請求項1に記載の発明では、複数階のスラブ床面を構成するコンクリートスラブを貫通し
て配設された排水立て管の更正方法であって、
更正する当階とその上階の間の排水立て管を、排水集合管継手とその上下に接続された
直管の一部がスラブ貫通部として残存されるように、当階のスラブ床面から所定の位置及
び上階のスラブ天井面から所定の位置で切断して、その間の連結部を除去する切断工程と

当階のスラブ床面及び/又は上階のスラブ天井面に残存する排水立て管のスラブ貫通部
の内面を研磨洗浄し、枝管の接続口に対向する内面であって、当該枝管から流入した排水
が衝突する位置より上方に、上階から排出され、排水立て管内面を流下する排水を左右に
分岐して流下させる分流ガイドを取り付けた後、スラブ貫通部の内面にエポキシ樹脂皮膜
を前記分流ガイドが被覆される状態に形成する貫通部更正工程と、
切断工程で除去した部分に、新たな管を継ぎ足す連結部更正工程と、からなることを特
徴とする排水立て管の更正方法が提供される。
In order to achieve the above object, technical measures taken by the present invention are as follows. That is,
In invention of Claim 1, it is the correction method of the drainage stack arranged through the concrete slab which comprises the slab floor of a plurality of floors,
The drainage stack between the floor to be corrected and the upper floor was connected to the drainage collecting pipe joint and above and below it.
Cutting that cuts at a predetermined position from the slab floor surface of the current floor and at a predetermined position from the slab ceiling surface of the upper floor so that a part of the straight pipe remains as a slab penetration portion, and removes the connecting portion therebetween Process,
The inner surface of the slab penetration part of the drainage stack remaining on the slab floor of the current floor and / or the slab ceiling of the upper floor is polished and cleaned, and the inner surface facing the connection port of the branch pipe flows from the branch pipe. After installing the shunt guide that branches the drainage that is discharged from the upper floor and flows down the drainage stack inner pipe to the left and right above the position where the drainage collides, the epoxy resin film is applied to the inner surface of the slab penetration part A through-portion correcting step for forming the shunt guide in a covered state;
There is provided a method for correcting a drainage stand characterized by comprising a connecting portion correcting step of adding a new pipe to a portion removed in the cutting step.

請求項2に記載の発明は、前記切断工程、貫通部更正工程及び連結部更正工程を、任意
の階から順次又は並行して繰り返すことを特徴としている。
The invention described in claim 2 is characterized in that the cutting step, the penetration portion correcting step, and the connecting portion correcting step are repeated sequentially or in parallel from an arbitrary floor.

請求項1に記載の発明の構成によれば、切断工程で残存させた一部の排水立て管(スラ
ブ貫通部)の内面を、貫通部更正工程において研磨洗浄し、枝管の接続口に対向する内面
であって、当該枝管から流入した排水が衝突する位置より上方に、上階から排出され、排
水立て管内面を流下する排水を左右に分岐して流下させる分流ガイドを取り付けた後、ス
ラブ貫通部の内面にエポキシ樹脂皮膜を前記分流ガイドが被覆される状態に形成するので
、排水立て管全体を更正する従来の工法と比較して短時間で作業を終了できるばかりでな
く、残存させる排水立て管(スラブ貫通部)の管長は短いので、分流ガイドの取付け作業
や分流ガイドの取付け状況の確認検査、エポキシ樹の皮膜形成状況の確認検査が容易であ
る。
According to the configuration of the first aspect of the present invention, the inner surface of a part of the drainage stack (slab penetrating portion) left in the cutting step is polished and cleaned in the penetrating portion correcting step, and is opposed to the connection port of the branch pipe. After attaching a diversion guide that branches the drainage that is discharged from the upper floor and flows down the inner surface of the drainage stack to the left and right above the position where the drainage that flows in from the branch pipe collides, Since the epoxy resin film is formed on the inner surface of the slab penetrating portion so that the shunt guide is covered, not only can the work be completed in a short time compared with the conventional method of correcting the entire drainage standpipe, but also the residual guide remains. Since the length of the drainage standpipe (slab penetrating portion) is short, it is easy to carry out the work of attaching the diversion guide, the check of the state of attachment of the diversion guide, and the check of the film formation state of the epoxy tree.

また、分流ガイドの取付け後、分流ガイドが被覆される状態にエポキシ樹脂皮膜を形成
するので、分流ガイドの位置がエポキシ樹脂皮膜によって拘束されることになり、分流ガ
イドの取付け状態をエポキシ樹脂皮膜によって補強することができる。
In addition, since the epoxy resin film is formed in a state where the shunt guide is covered after the shunt guide is installed, the position of the shunt guide is restricted by the epoxy resin film, and the mounting state of the shunt guide is determined by the epoxy resin film. Can be reinforced.

従って、複数階の各スラブを貫通して配設された排水立て管の管長が長い場合であって
も、容易かつ短時間に枝管を含む全配管の内面に均一の厚さで樹脂層を形成することが可
能であると共に、分流ガイドが装備されていない排水立て管に対する排水立て管更正時に
おける分流ガイドの取付けによって、大便器排水等が一気に流入しても管内の圧力変動を
生ぜず若しくは緩和することになり、これによってトラップ破封等のトラブルを防止でき
る等の効果がある。即ち、枝管の接続口に対向する内面であって、且つ、当該枝管から流
入した排水が衝突する位置より上方に、上階から排出され、排水立て管内面を流下する排
水を左右に分岐して流下させる分流ガイドを設けるので、上方から流下する排水と枝管か
ら排出される排水との合流衝が防止されることになり、枝管からの排水を速やかに排出で
き、排水性能を向上できる。
Therefore, even if the length of the drainage stack arranged through the slabs on the plurality of floors is long, the resin layer is easily and uniformly applied to the inner surface of all the pipes including the branch pipes in a short time. It is possible to form a drainage standpipe that is not equipped with a shunt guide. As a result, it is possible to alleviate troubles such as trap breakage. That is, it is an inner surface facing the connection port of the branch pipe, and the drainage discharged from the upper floor above the position where the drainage flowing in from the branch pipe collides is branched to the right and left. Since a shunt guide is provided to flow down, the merging of the drainage flowing down from above and the drainage discharged from the branch pipe is prevented, and drainage from the branch pipe can be discharged quickly, improving drainage performance. it can.

以下、本発明の好ましい実施形態を図面に基づいて説明する。尚、各図において共通す
る部分には同一の符号を付し、重複した説明を省略する。
Hereinafter, preferred embodiments of the present invention will be described with reference to the drawings. In addition, the same code | symbol is attached | subjected to the common part in each figure, and the overlapping description is abbreviate | omitted.

図1は、本発明の排水立て管の更正方法を示す模式図である。本発明は、複数階のスラ
ブ床面1a、2aを構成するコンクリートスラブ1、2を貫通して配設された排水立て管
10の更正方法である。本発明の排水立て管の更正方法は、この図に示すように、切断工
程(A)、貫通部更正工程(B)及び連結部更正工程(C)からなる。
FIG. 1 is a schematic diagram showing a method for correcting a drainage stack according to the present invention. The present invention is a method for correcting a drainage stack 10 disposed through concrete slabs 1 and 2 constituting slab floor surfaces 1a and 2a of a plurality of floors. As shown in this figure, the drainage stack correcting method of the present invention comprises a cutting step (A), a through portion correcting step (B), and a connecting portion correcting step (C).

切断工程(A)では、更正する当階とその上階の間の排水立て管10を、当階のスラブ
床面1aから所定の位置及び上階のスラブ天井面2bから所定寸法H1、スラブ天井面2
bから所定寸法H2を残して、既設の排水立て管の直管部分13aを切除する。この際、
最終的に新規の直管13bを接続する際に、装着しやすくするために若干直管部を残すよ
うにする。従って、所定寸法H1、H2は、25cmから50cm程度の寸法にするのが
よい。
In the cutting step (A), the drainage stack 10 between the current floor to be corrected and the upper floor thereof is placed at a predetermined position from the slab floor surface 1a of the current floor and a predetermined dimension H1 from the slab ceiling surface 2b of the upper floor. Surface 2
The straight pipe portion 13a of the existing drainage stack is cut away leaving a predetermined dimension H2 from b. On this occasion,
When a new straight pipe 13b is finally connected, a slight straight pipe portion is left to facilitate installation. Accordingly, the predetermined dimensions H1 and H2 are preferably about 25 to 50 cm.

貫通部更正工程(B)では、当階のスラブ床面1aに残存する排水立て管のスラブ貫通
部(排水集合管継手とその上下に接続された直管の一部)11の内面を研磨洗浄して、図
2の(A)(B)に示すように、管内面の錆やその他のスライム14を落とした後、図3
の(A)に示すように、枝管15の接続口15aに対向する内面であって、当該枝管15
から流入した排水が衝突する位置より上方に、上階から排出され、排水立て管内面を流下
する排水を左右に分岐して流下させる分流ガイド16aを取り付ける。しかる後、図3の
(B)に示すように、スラブ貫通部11の内面にエポキシ樹脂皮膜17を前記分流ガイド
16aが被覆される状態に形成する。
In the through portion correction step (B), the inner surface of the slab penetration portion (a part of the drainage collecting pipe joint and a straight pipe connected to the top and bottom thereof) 11 of the drainage stack remaining on the slab floor surface 1a of the current floor is polished and cleaned. Then, as shown in FIGS. 2A and 2B, after removing rust and other slime 14 on the inner surface of the pipe, FIG.
As shown in (A) of FIG. 1, the inner surface of the branch pipe 15 that faces the connection port 15a,
A diversion guide 16a is attached above the position where the waste water flowing in from above collides, and the waste water that is discharged from the upper floor and flows down the inner surface of the drainage stack is branched left and right. Thereafter, as shown in FIG. 3B, an epoxy resin film 17 is formed on the inner surface of the slab penetrating portion 11 so as to be covered with the flow dividing guide 16a.

このように、枝管15の接続口15aに対向する内面であって、且つ、当該枝管15か
ら流入した排水が衝突する位置より上方に、上階から排出され、排水立て管10内面を流
下する排水を左右に分岐して流下させる分流ガイド16aを設けるので、上方から流下す
る排水と枝管15から排出される排水との合流衝が防止されることになり、枝管15から
の排水を速やかに排出でき、排水性能を向上できるのである。
In this way, the inner surface of the branch pipe 15 that faces the connection port 15a, and is discharged from the upper floor above the position where the drained water that flows in from the branch pipe 15 collides, and flows down the inner surface of the drainage stack 10 Since the branch guide 16a for branching the drainage to the left and right to flow down is provided, the junction between the drainage flowing down from above and the drainage discharged from the branch pipe 15 is prevented, and the drainage from the branch pipe 15 is prevented. It can be discharged quickly and drainage performance can be improved.

この場合、所定階の下階も更正工事を行うので、下階の排水立て管が切除されていない
状態においても、略所定寸法H2に相当する部分まで研磨洗浄、分流ガイド16aの取付
け及びエポキシ樹脂皮膜17の形成を行えばよい。必要により、当階と上階のスラブ貫通
部11、12の両方を並行して研磨洗浄し、分流ガイド16aの取付け及びエポキシ樹脂
皮膜17の形成を行ってもよい。スラブ貫通部12の内面を研磨洗浄し、分流ガイド16
aを取り付け、エポキシ樹脂皮膜17を形成する際には、スラブ貫通部11の処理と同様
に、スラブ床面2aから所定寸法H1を残して上部の排水立て管の直管部分を切除するこ
とになる。分流ガイド16aは、略三角錐形状であり、一つの稜線が上下方向を向くよう
に配置して取り付けられ、分流ガイド16aの背面(排水立て管内面への取付け面)は排
水立て管内面に合わせて湾曲している。
In this case, since the lower floor of the predetermined floor is also rectified, even when the drainage stack on the lower floor is not cut, the portion corresponding to the substantially predetermined dimension H2 is polished and cleaned, the flow guide 16a is attached, and the epoxy resin The film 17 may be formed. If necessary, both the slab penetrating portions 11 and 12 on the current floor and the upper floor may be polished and cleaned in parallel to attach the flow dividing guide 16a and form the epoxy resin film 17. The inner surface of the slab penetrating portion 12 is polished and cleaned, and the flow guide 16
When a is attached and the epoxy resin film 17 is formed, the straight pipe portion of the upper drainage stack is cut off from the slab floor surface 2a while leaving the predetermined dimension H1 in the same manner as the processing of the slab penetration part 11. Become. The diversion guide 16a has a substantially triangular pyramid shape, and is arranged and attached so that one ridge line is directed in the vertical direction. The rear surface of the diversion guide 16a (attachment surface to the inner surface of the drainage stack) is aligned with the inner surface of the drainage stack. Is curved.

尚、図示の例では、接続口15aの真上(枝管15から排水が流れ込む位置の上方)に
も、別の分流ガイド16bを取り付け、排水立て管を流下する排水を接続口15aの上方
で左右に分岐させ、枝管15からの排水の流入が、排水立て管を流下する排水によって阻
害されることなくスムーズに行われるように工夫してある。即ち、この分流ガイド16b
により排水立て管から流下する排水と枝管15から流入する排水の合流衝突が回避され、
これにより管内圧力が抑制されるように構成してある。この分流ガイド16bも、前記分
流ガイド16aと同様に、内面の研磨洗浄後、取り付けられ、しかる後、エポキシ樹脂皮
膜17を形成するので、エポキシ樹脂皮膜17で被覆され、保護されることになる。
In the example shown in the figure, another diversion guide 16b is attached also directly above the connection port 15a (above the position where drainage flows from the branch pipe 15), and the drainage flowing down the drainage stack is disposed above the connection port 15a. Branching left and right, the inflow of drainage from the branch pipe 15 is devised so as to be performed smoothly without being obstructed by the drainage flowing down the drainage stack. That is, this diversion guide 16b
This prevents the collision of the drainage flowing down from the drainage stack and the drainage flowing in from the branch pipe 15,
Thereby, it is comprised so that the pressure in a pipe | tube may be suppressed. Similarly to the diversion guide 16a, the diversion guide 16b is attached after polishing and cleaning the inner surface, and then forms the epoxy resin film 17, so that it is covered and protected by the epoxy resin film 17.

連結部更正工程(C)では、切断工程で除去した部分に、新たな管13bを継ぎ足す。
即ち、スラブ貫通部11(及び/又は12)に、エポキシ樹脂皮膜17の形成後、新規直
管13bを接続し、本発明の工程が完了する。
In the connecting portion correcting step (C), a new pipe 13b is added to the portion removed in the cutting step.
That is, the new straight pipe 13b is connected to the slab penetration part 11 (and / or 12) after the formation of the epoxy resin film 17, and the process of the present invention is completed.

尚、この際、既設の排水立て管から切り出した直管を並行して更正し、これを新規直管
の代わりに再使用してもよいが、その分、手間と時間がかかるので、新規の直管を接続す
る方が好ましい。直管の接続手段としては、例えばノーハブ継手18等を用いた突合せ接
合が採用される。
At this time, the straight pipe cut out from the existing drainage standpipe may be corrected in parallel and reused in place of the new straight pipe. It is preferable to connect a straight pipe. As the straight pipe connecting means, for example, butt joining using a no-hub joint 18 or the like is employed.

上述した切断工程(A)、貫通部更正工程(B)及び連結部更正工程(C)は任意の階
から順次又は並行して繰り返すことが好ましい。
It is preferable to repeat the cutting step (A), the penetration portion correction step (B), and the connecting portion correction step (C) described above from any floor sequentially or in parallel.

以上の更正方法によれば、例えば上下階の2住戸について半日程度で施工でき、集合住
宅の居住者が暮らしながら排水立て管の更正が可能になる。また、上階からとか下階から
といった制約がなく、所定階のみを一工程として施工できるので、集合住宅の居住者の都
合に合わせて順次実施できる。
According to the above correction method, for example, two dwelling units on the upper and lower floors can be constructed in about half a day, and the drainage stack can be corrected while the residents of the apartment house live. In addition, since there is no restriction such as from the upper floor or from the lower floor and only a predetermined floor can be constructed as a single process, it can be carried out sequentially in accordance with the convenience of the resident of the apartment house.

また、残存させる排水立て管(スラブ貫通部11、12)の管長は短いので、分流ガイ
ド16a,16bの取付け作業や分流ガイド16a,16bの取付け状況の確認検査、エ
ポキシ樹脂の皮膜形成状況の確認検査が容易である。
Moreover, since the length of the drainage standpipe (the slab penetrating portions 11 and 12) to be left is short, the work for installing the diversion guides 16a and 16b, the check for the installation of the diversion guides 16a and 16b, and the confirmation of the film formation state of the epoxy resin Inspection is easy.

しかも、分流ガイド16a,16bの取付け後、分流ガイド16a,16bが被覆され
る状態にエポキシ樹脂皮膜17を形成するので、分流ガイド16a,16bの位置がエポ
キシ樹脂皮膜17によって拘束されることになり、分流ガイド16a,16bの取付け状
態をエポキシ樹脂皮膜17によって補強することができる。
Moreover, since the epoxy resin film 17 is formed in a state in which the flow guides 16a and 16b are covered after the flow guides 16a and 16b are attached, the positions of the flow guides 16a and 16b are restricted by the epoxy resin film 17. The mounting state of the diversion guides 16 a and 16 b can be reinforced by the epoxy resin film 17.

従って、複数階の各スラブを貫通して配設された排水立て管の管長が長い場合であって
も、容易かつ短時間に枝管を含む全配管の内面に均一の厚さで樹脂層を形成することが可
能であると共に、分流ガイドが装備されていない排水立て管に対する排水立て管更正時に
おける分流ガイド16a,16bの取付けによって、大便器排水等が一気に流入しても管
内の圧力変動を生ぜず若しくは緩和することになり、これによってトラップ破封等のトラ
ブルを防止できるのである。
Therefore, even if the length of the drainage stack arranged through the slabs on the plurality of floors is long, the resin layer is easily and uniformly applied to the inner surface of all the pipes including the branch pipes in a short time. It is possible to form a pressure fluctuation in the pipe even if the toilet drainage etc. flows at a stroke by attaching the diversion guides 16a and 16b at the time of the drainage stand adjustment to the drainage standpipe not equipped with the diversion guide. Therefore, troubles such as trap breakage can be prevented.

貫通部更正工程(B)におけるエポキシ樹脂皮膜17の形成は、エポキシ樹脂の噴霧塗
布によって行ってもよく、その他の方法(例えば、特願2004−236909で提案し
た液状のエポキシ樹脂を含浸させた筒状の布製シートを用いてエポキシ樹脂皮膜を形成す
る方法)で行ってもよい。何れの場合も、貫通部更正工程(B)におけるエポキシ樹脂皮
膜17の形成は、直管の切除後に行われるので、ポキシ樹脂の皮膜形成状況の確認検査が
容易であり、エポキシ樹脂皮膜17を容易かつ確実に形成できる。
The formation of the epoxy resin film 17 in the penetration portion correcting step (B) may be performed by spray application of an epoxy resin, or other methods (for example, a cylinder impregnated with a liquid epoxy resin proposed in Japanese Patent Application No. 2004-236909) Or a method of forming an epoxy resin film using a cloth-like sheet. In any case, since the formation of the epoxy resin film 17 in the penetration portion correcting step (B) is performed after the straight pipe is cut, it is easy to check and check the film formation state of the poxy resin, and the epoxy resin film 17 can be easily formed. And it can be formed reliably.

本発明の排水立て管の更正方法を示す模式図である。It is a schematic diagram which shows the correction method of the drainage stack of this invention. 本発明の貫通部更正工程を示す縦断側面図である。It is a vertical side view which shows the penetration part correction process of this invention. 図2に続く貫通部更正工程を示す縦断側面図である。It is a vertical side view which shows the penetration part correction process following FIG. 本発明の連結部更正工程を示す縦断側面図である。It is a vertical side view which shows the connection part correction process of this invention. 特許文献1の「排水縦管の更正方法」の説明図である。It is explanatory drawing of "the correction method of a drainage vertical pipe" of patent document 1. FIG. 特許文献2の「管路補修方法」の説明図である。10 is an explanatory diagram of “pipeline repair method” in Patent Document 2. FIG. 特許文献3の「管のライニング方法」の説明図である。10 is an explanatory diagram of “pipe lining method” in Patent Document 3. FIG.

1,2 コンクリートスラブ
1a,2a スラブ床面
2b スラブ天井面
10 排水立て管
11,12 スラブ貫通部
13a 直管部分
13b 新規直管
15 枝管
15a 接続口
16a,16b 分流ガイド
17 エポキシ樹脂皮膜
DESCRIPTION OF SYMBOLS 1, 2 Concrete slab 1a, 2a Slab floor surface 2b Slab ceiling surface 10 Drainage pipe 11,12 Slab penetration part 13a Straight pipe part 13b New straight pipe 15 Branch pipe 15a Connection port 16a, 16b Splitting guide 17 Epoxy resin film

Claims (2)

複数階のスラブ床面を構成するコンクリートスラブを貫通して配設された排水立て管の
更正方法であって、
更正する当階とその上階の間の排水立て管を、排水集合管継手とその上下に接続された
直管の一部がスラブ貫通部として残存されるように、当階のスラブ床面から所定の位置及
び上階のスラブ天井面から所定の位置で切断して、その間の連結部を除去する切断工程と

当階のスラブ床面及び/又は上階のスラブ天井面に残存する排水立て管のスラブ貫通部
の内面を研磨洗浄し、枝管の接続口に対向する内面であって、当該枝管から流入した排水
が衝突する位置より上方に、上階から排出され、排水立て管内面を流下する排水を左右に
分岐して流下させる分流ガイドを取り付けた後、スラブ貫通部の内面にエポキシ樹脂皮膜
を前記分流ガイドが被覆される状態に形成する貫通部更正工程と、
切断工程で除去した部分に、新たな管を継ぎ足す連結部更正工程と、からなることを特
徴とする排水立て管の更正方法。
A method for correcting a drainage stack arranged through a concrete slab constituting a slab floor surface of a plurality of floors,
The drainage stack between the floor to be corrected and the upper floor was connected to the drainage collecting pipe joint and above and below it.
Cutting that cuts at a predetermined position from the slab floor surface of the current floor and at a predetermined position from the slab ceiling surface of the upper floor so that a part of the straight pipe remains as a slab penetration portion, and removes the connecting portion therebetween Process,
The inner surface of the slab penetration part of the drainage stack remaining on the slab floor of the current floor and / or the slab ceiling of the upper floor is polished and cleaned, and the inner surface facing the connection port of the branch pipe flows from the branch pipe. After installing the shunt guide that branches the drainage that is discharged from the upper floor and flows down the drainage stack inner pipe to the left and right above the position where the drainage collides, the epoxy resin film is applied to the inner surface of the slab penetration part A through-portion correcting step for forming the shunt guide in a covered state;
A method for correcting a drainage stack, comprising: a connecting portion correcting step of adding a new pipe to a portion removed in the cutting step.
前記切断工程、貫通部更正工程及び連結部更正工程を、任意の階から順次又は並行して
繰り返す、ことを特徴とする請求項1に記載の排水立て管の更正方法。
The drainage stack pipe correcting method according to claim 1, wherein the cutting step, the penetration portion correcting step, and the connecting portion correcting step are repeated sequentially or in parallel from an arbitrary floor.
JP2005336103A 2005-11-21 2005-11-21 How to correct the drainage stack Active JP4786310B2 (en)

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