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JPH0432179B2 - - Google Patents
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JPH0432179B2 - - Google Patents

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Publication number
JPH0432179B2
JPH0432179B2 JP62102957A JP10295787A JPH0432179B2 JP H0432179 B2 JPH0432179 B2 JP H0432179B2 JP 62102957 A JP62102957 A JP 62102957A JP 10295787 A JP10295787 A JP 10295787A JP H0432179 B2 JPH0432179 B2 JP H0432179B2
Authority
JP
Japan
Prior art keywords
pipe
diameter
buried
buried pipe
branch pipe
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 - Lifetime
Application number
JP62102957A
Other languages
Japanese (ja)
Other versions
JPS63268831A (en
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 filed Critical
Priority to JP62102957A priority Critical patent/JPS63268831A/en
Publication of JPS63268831A publication Critical patent/JPS63268831A/en
Publication of JPH0432179B2 publication Critical patent/JPH0432179B2/ja
Granted legal-status Critical Current

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  • Sewage (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

【発明の詳細な説明】 <産業上の利用分野> この発明は、地中に埋設されたヒユーム管等の
埋設管に、地表面から挿入した枝管を接続する枝
管取付方法に関する。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a branch pipe attachment method for connecting a branch pipe inserted from the ground surface to a buried pipe such as a hume pipe buried underground.

<従来の技術> 従来、埋設管に枝管を接続する方法として第1
1,12図に示すような方法がある(特開昭61−
68943公報)。この方法は、まず、ボーリング機等
により地盤1を掘削しながら、地盤1に設けた凹
所4から、ヒユーム管等の埋設管2に向つてケー
シングパイプ5を埋込み、このケーシングパイプ
5の先端を埋設管2の外周面に密着させる。次い
で、上記ケーシングパイプ5内に、下端に円形ビ
ツト9を回転自在に装着したコアチユーブ8を挿
入し、ボーリングロツド10を回転して上記埋設
管2に小径孔11を穿設する。次いで、上記小径
孔11と略等しい外径の枝管12を上記ケーシン
グパイプ5内に挿入し、下端を小径孔11に挿入
して固着する。次いで、上記ケーシングパイプ5
の内周面と枝管12の外周面の隙間に軟化性充填
物を充填しながら上記ケーシングパイプ5を撤去
する。
<Conventional technology> Conventionally, the first method for connecting branch pipes to buried pipes was
There is a method as shown in Figs.
Publication No. 68943). In this method, first, while excavating the ground 1 with a boring machine or the like, a casing pipe 5 is buried from a recess 4 provided in the ground 1 toward a buried pipe 2 such as a humid pipe, and the tip of the casing pipe 5 is It is brought into close contact with the outer peripheral surface of the buried pipe 2. Next, a core tube 8 having a circular bit 9 rotatably attached to its lower end is inserted into the casing pipe 5, and a small diameter hole 11 is bored in the buried pipe 2 by rotating the boring rod 10. Next, a branch pipe 12 having an outer diameter approximately equal to the small diameter hole 11 is inserted into the casing pipe 5, and its lower end is inserted into the small diameter hole 11 and fixed. Next, the casing pipe 5
The casing pipe 5 is removed while filling the gap between the inner peripheral surface of the branch pipe 12 and the outer peripheral surface of the branch pipe 12 with a softening filler.

<発明が解決しようとする問題点> しかしながら、上記従来の埋設管の枝管取付方
法においては、ケーシングパイプ5をガイドとし
て枝管12を挿入して、枝管12を埋設管2に取
付けているが、埋設管2の中心とケーシングパイ
プ5の中心を交差させるための措置を講じていな
いため、特に、斜めにケーシングパイプ5を埋込
む場合は、ケーシンパイプ5の中心すなわち枝管
12の中心を埋設管2の中心に一致させることは
難かしく、試行錯誤を繰り返すことによつて中心
に一致させている。そのため、地盤がゆるむとい
う問題や作業時間が長くかかるという問題があ
る。
<Problems to be Solved by the Invention> However, in the conventional method for attaching a branch pipe to a buried pipe, the branch pipe 12 is inserted using the casing pipe 5 as a guide, and the branch pipe 12 is attached to the buried pipe 2. However, since no measures were taken to intersect the center of the buried pipe 2 and the center of the casing pipe 5, especially when burying the casing pipe 5 diagonally, the center of the casing pipe 5, that is, the center of the branch pipe 12, It is difficult to match the center of the buried pipe 2, and the center is matched by repeated trial and error. As a result, there are problems such as the ground becoming loose and the work taking a long time.

そこで、この発明の目的は、簡単、迅速に枝管
の中心と埋設管の中心を一致させることができる
埋設管の枝管取付方法を提供することにある。
SUMMARY OF THE INVENTION An object of the present invention is to provide a method for attaching a branch pipe to a buried pipe, which allows the center of the branch pipe to coincide with the center of the buried pipe easily and quickly.

<問題点を解決するための手段> 上記目的を達成するため、この発明の埋設管の
枝管取付方法は、円筒形の埋設管に取付けられる
枝管よりも大径である大径円筒管を上記埋設管に
交差する方向に埋め込む工程と、上記大径円筒管
の所定の断面位置から上記埋設管の外壁に至る大
径円筒管の中心線方向の深さを上記大径円筒管の
内壁に沿つて深針棒を挿入して計測し、深さが最
も浅い2点間を結ぶ直線を求める工程と、上記求
められた埋設管外壁上の直線と上記大径円筒管の
中心線との偏差量を求める工程と、上記枝管の外
径より大きい内径の小径管の周囲にスペーサを取
り付けることによつて上記小径管を上記大径円筒
管の中に互いの中心線を上記偏差量だけ偏心させ
て挿通し、上記埋設管外壁上の直線と小径管の中
心線とが交差するようにして上記小径管を埋設管
に密着させる工程と、上記小径管内に穿孔機を挿
入して、上記埋設管の中心に向かうような孔を上
記埋設管に穿孔する工程と、上記小径管内に枝管
を挿通して、その枝管の先端を上記孔に嵌合して
固定する工程と、上記大径円筒管と小径管を撤去
しながら、上記枝管と地盤の充填材を充填する工
程とからなることを特徴としている。
<Means for Solving the Problems> In order to achieve the above object, the buried pipe branch pipe attachment method of the present invention installs a large diameter cylindrical pipe that is larger in diameter than the branch pipe attached to a cylindrical buried pipe. a step of embedding in a direction crossing the buried pipe; and a step of embedding the large diameter cylindrical pipe in a direction crossing the buried pipe, and adjusting the depth in the direction of the center line of the large diameter cylindrical pipe from a predetermined cross-sectional position of the large diameter cylindrical pipe to the outer wall of the buried pipe to the inner wall of the large diameter cylindrical pipe. The process of inserting a deep needle rod along the line and measuring it to find a straight line connecting the two points with the shallowest depth, and the deviation between the straight line on the outer wall of the buried pipe found above and the center line of the large diameter cylindrical pipe. and installing a spacer around the small-diameter tube with an inner diameter larger than the outer diameter of the branch tube to make the center lines of the small-diameter tube eccentric to the large-diameter cylindrical tube by the deviation amount. and inserting the small diameter pipe into close contact with the buried pipe so that the straight line on the outer wall of the buried pipe intersects with the center line of the small diameter pipe, and inserting a punch into the small diameter pipe to insert the small diameter pipe into the buried pipe. a step of drilling a hole in the buried pipe toward the center of the pipe; a step of inserting a branch pipe into the small diameter pipe and fitting and fixing the tip of the branch pipe into the hole; This method is characterized by the step of filling the branch pipe and the ground with filler material while removing the cylindrical pipe and the small diameter pipe.

<実施例> 以下、この発明を図示の実施例により詳細に説
明する。
<Examples> The present invention will be described in detail below with reference to illustrated examples.

第1図はヒユーム管等の円筒形埋設管21に枝
管40を取付ける工程を示す図であり、第1図の
〜に従つて枝管40の取付方法を説明する。
FIG. 1 is a diagram showing the process of attaching a branch pipe 40 to a cylindrical buried pipe 21 such as a humid pipe, and the method of attaching the branch pipe 40 will be explained according to the steps .about. in FIG. 1.

施工箇所(地点)の決定(第1図) 既設マンホール等を利用して、埋設管21の
センターラインAと上記埋設管21の深さdを
確認し、斜ボーリングマシン23の設置位置l
と穿孔角度θを決定する。
Determining the construction location (point) (Fig. 1) Using the existing manhole, etc., confirm the center line A of the buried pipe 21 and the depth d of the buried pipe 21, and determine the installation position l of the oblique boring machine 23.
and determine the drilling angle θ.

土砂堀削と外側ケーシングの挿入(第1図
) 斜ボーリングマシン23を所定の位置に設置
し、斜ボーリングマシン23によつて、地盤2
0を埋設管21に向つて掘削しながら、地盤崩
壊防止のための円筒形の外側ケーシング22を
挿入する。斜ボーリングマシン23は、第2図
に示すように、傾斜角が穿孔角度θに等しく設
定された台24上に設置され、この斜ボーリン
グマシン23によつて最初の外側ケーシング2
2を回転させながら、地盤20を掘削しつつジ
ヤツキ25の動作によつて外側ケーシング22
を挿入する。以後、ジヤツキ25が最大ストロ
ークに達する毎に新しい外側ケーシング22を
継足して、さらに地盤20の掘削と外側ケーシ
ング22の挿入を続行し、外側ケーシング22
の先端を埋設管21の外周面に当接させる。
Earth and sand excavation and insertion of outer casing (Fig. 1) The diagonal boring machine 23 is installed in a predetermined position, and the ground 2 is
0 toward the buried pipe 21, insert the cylindrical outer casing 22 to prevent ground collapse. As shown in FIG. 2, the oblique boring machine 23 is installed on a table 24 whose inclination angle is set equal to the drilling angle θ.
The outer casing 22 is removed by the action of the jack 25 while excavating the ground 20 while rotating the outer casing 22.
Insert. Thereafter, each time the jack 25 reaches its maximum stroke, a new outer casing 22 is added, and further excavation of the ground 20 and insertion of the outer casing 22 are continued.
The tip of the pipe is brought into contact with the outer circumferential surface of the buried pipe 21.

第4図に示すように外側ケーシング22の内周
面には相対向して軸方向に探査ガイド穴25,
25を設け、この探査ガイド穴25,25の内
には上記埋設管21の中心位置を検知するため
のパイプ状の探針棒26,26を挿入する。こ
の探針棒26,26はケーシング22の上端よ
り突出する長さを有しており、深針の結果をケ
ーシング22の外で検出できるようにしてい
る。深針棒26,26は次のように操作して埋
設管21の中心位置を検知する。すなわち、第
3図aに例示するように外側ケーシング22を
徐々に回転させながら上記探針棒26を出入れ
する。これによつて第3図bに示す探針棒2
6′のように、探針棒26の外側の端Cが一番
外側C′に突出するときの(すなわち、埋設管2
1の外壁に至る外側ケーシング22の中心線方
向の深さが最も浅い箇所の)探針棒26′,2
6′の位置を2箇所(D,E)求め、このD,
Eを結ぶ線分の中点Oを、外側ケーシング22
の長手方向と平行な線が埋設管21の中心線と
交差する位置として検知する。したがつて、埋
設管21の中心線Oと外側ケーシング22の中
心点O′の偏心量Lを求めることができる。) その際に、上記探針棒26は直線状のパイプ
であり、軸方向に設けられた探査ガイド穴25
によつて外側ケーシング22の内壁に沿つて挿
入される。したがつて、探針棒26は必然的に
外側ケーシング22の中心線方向に挿入される
ことになり、そのことによつて、埋設管21の
外壁に至る外側ケーシング22の中心線方向の
深さを計測できるのである。内側ケーシング挿
入(第1図) 埋設管21に達する外側ケーシング22内
に、後に述べる穿孔用のビツト34や枝管40
のガイドとなる枝管40の外径よりもやや大き
い内側ケーシング27を挿入する。その際に、
第5,6図に示すように、外側ケーシング22
の中心線O′と内側ケーシング27の中心線
O″とを上記偏心量Lだけ偏心させて、高さの
異なる鍔28a,28bを内側ケーシング27
先端部外周に固定し、内側ケーシング27を滑
動自在に保持している。したがつて、埋設管2
1の中心線Oと内側ケーシング27の中心線
O″の延長線は互に交差するように内側ケーシ
ング27を設置することができる。また、内側
ケーシング27の先端にはスポンジ30を有す
る特殊フランジ29を設けて、内側ケーシング
27の端面と埋設管21の外周面とを密着さ
せ、その他端を外側ケーシング27に固定する
ことによつて地下水や土砂等が浸入するのを防
止している。
As shown in FIG. 4, the inner circumferential surface of the outer casing 22 has a probe guide hole 25 arranged oppositely in the axial direction.
25, and pipe-shaped probe rods 26, 26 for detecting the center position of the buried pipe 21 are inserted into the exploration guide holes 25, 25. The probe bars 26, 26 have a length that projects from the upper end of the casing 22, so that the results of the deep probe can be detected outside the casing 22. The deep needle bars 26, 26 are operated as follows to detect the center position of the buried pipe 21. That is, as illustrated in FIG. 3a, the probe bar 26 is moved in and out while gradually rotating the outer casing 22. As a result, the probe rod 2 shown in FIG.
6', when the outer end C of the probe bar 26 protrudes to the outermost side C' (i.e., when the buried pipe 2
The probe rods 26', 2 (at the shallowest point in the center line direction of the outer casing 22 reaching the outer wall of the outer casing 22)
Find the position of 6' in two places (D, E), and find the position of D,
The midpoint O of the line segment connecting E is the outer casing 22
The position is detected as a position where a line parallel to the longitudinal direction intersects the center line of the buried pipe 21. Therefore, the amount of eccentricity L between the center line O of the buried pipe 21 and the center point O' of the outer casing 22 can be determined. ) At that time, the probe rod 26 is a straight pipe, and the probe rod 26 is a straight pipe, and the probe rod 26 is a straight pipe with a probe guide hole 25 provided in the axial direction.
is inserted along the inner wall of the outer casing 22 by. Therefore, the probe rod 26 will inevitably be inserted in the direction of the center line of the outer casing 22, thereby reducing the depth in the direction of the center line of the outer casing 22 reaching the outer wall of the buried pipe 21. can be measured. Inserting the inner casing (Fig. 1) Inside the outer casing 22 that reaches the buried pipe 21, insert a drilling bit 34 and a branch pipe 40, which will be described later.
An inner casing 27 that is slightly larger than the outer diameter of the branch pipe 40 is inserted as a guide. At that time,
As shown in FIGS. 5 and 6, the outer casing 22
The center line O' of the inner casing 27 and the center line of the inner casing 27
O'' by the above-mentioned eccentricity L, and the flanges 28a and 28b having different heights are connected to the inner casing 27.
It is fixed to the outer periphery of the tip and slidably holds the inner casing 27. Therefore, buried pipe 2
1 center line O and the center line of the inner casing 27
The inner casing 27 can be installed so that the extension lines of the inner casing 27 intersect with each other. Also, a special flange 29 having a sponge 30 is provided at the tip of the inner casing 27 so that the end face of the inner casing 27 and the buried pipe 21 and the other end is fixed to the outer casing 27 to prevent underground water, earth and sand from entering.

穿孔および枝管取付(第1図) 枝管40の外径によりやや大きくかつ内側ケ
ーシング27の内径より少し小さい外径の孔を
穿つ、穿孔用のビツト34を取付けたボーリン
グロツド33を、内側ケーシング27をガイド
としてこの内側ケーシング27の内に挿入して
先端を埋設管216外周面上に当接させる。ボ
ーリングロツト33を斜ボーリングマシン23
により回転させて、ボーリングロツト33の下
端に接続したビツト34により、埋設管21の
内周面に貫通して埋設管の中心に向かう小径孔
11を穿接する。したがつて、小径孔11は埋
設管21の中心線と交差する中心線を有し、枝
管40の外径に略等しい直径を有する。
Drilling and installing a branch pipe (Fig. 1) A boring rod 33 equipped with a drilling bit 34 for drilling a hole with an outer diameter slightly larger than the outer diameter of the branch pipe 40 and slightly smaller than the inner diameter of the inner casing 27 is inserted into the inner casing 27. It is inserted into this inner casing 27 using the casing 27 as a guide, and the tip is brought into contact with the outer peripheral surface of the buried pipe 216. Boring rod 33 is connected to oblique boring machine 23
The small diameter hole 11 is drilled through the inner peripheral surface of the buried pipe 21 toward the center of the buried pipe 21 using the bit 34 connected to the lower end of the boring rod 33. Therefore, the small diameter hole 11 has a center line that intersects with the center line of the buried pipe 21 and has a diameter that is approximately equal to the outer diameter of the branch pipe 40.

第7図に示すように、ボーリングロツト33
の先端に設けられてビツト34の内部に突出し
たセンター出し用のキリ穴を穿つたためのセン
タードリル35の、ビツト34の先端に対面す
る位置にスリツト37を形成してあり、このス
リツト37内に、軸38を支点として回動自在
にコア落下防止部材36を設けて、このコア落
下防止部材36をスリツト37から出没自在に
してある。コア落下防止部材36は、センター
ドリル35があけた埋設管21のキリ穴内を通
過する場合はスリツト37内に没入している。
しかし、埋設管21の壁を抜けると軸38を支
点として回動して、第7図のようにスリツト3
7より突出する。したがつて、ビツト34が埋
設管21の壁を突き抜けたときに、埋設管21
のコア(図示せず)は突出した落下防止部材3
6によつて係止されて、埋設管21内への落下
が防止され、ビツト34と共に外部に取出すこ
とができる。
As shown in FIG. 7, the boring rod 33
A slit 37 is formed in a position facing the tip of the bit 34 of a center drill 35 for drilling a centering drill hole that is provided at the tip of the bit 34 and projects inside the bit 34. A core fall prevention member 36 is provided to be rotatable about a shaft 38 as a fulcrum, and the core fall prevention member 36 can be freely moved in and out of the slit 37. The core fall prevention member 36 is recessed into the slit 37 when passing through the drill hole of the buried pipe 21 drilled by the center drill 35.
However, when it passes through the wall of the buried pipe 21, it rotates about the shaft 38 and opens the slit 3 as shown in FIG.
It stands out from 7. Therefore, when the bit 34 penetrates the wall of the buried pipe 21, the buried pipe 21
The core (not shown) is a protruding fall prevention member 3.
6 prevents it from falling into the buried pipe 21, and can be taken out together with the bit 34.

次に、第8図に示すように枝管40を内側ケ
ーシング27内に挿入し、枝管40の先端を埋
設管21の小径孔11に嵌合して固定する。そ
の際に、枝管40の端部外周面上にはリング状
の係止鍔31を固定し、さらにその先には、リ
ツプシールあるいは膨張性樹脂等の密閉材41
を貼付して一次止水を行う。
Next, as shown in FIG. 8, the branch pipe 40 is inserted into the inner casing 27, and the tip of the branch pipe 40 is fitted into the small diameter hole 11 of the buried pipe 21 and fixed. At that time, a ring-shaped locking collar 31 is fixed on the outer circumferential surface of the end of the branch pipe 40, and a sealing material 41 such as a lip seal or an expandable resin is attached beyond the ring-shaped locking collar 31.
Attach it to temporarily stop water.

その後、枝管40の内に枝管固定装置42を
挿入して、第9図に示すように枝管40を埋設
管21に固定する。第9図は図中B―B線より
上側は挿入時を示し、下側は固定時を示してい
る。枝管固定装置42は、管43とこの管43
に挿入されたロツト44とパンタグラフ45,
45′とからなる。パンタグラフ45,45′の
一端45,45a′を管43の一端に回動自在に
固定する一方、他端45b,45b′をロツト4
4のパンタグラフ45側の一端に回動自在に固
定している。したがつて、ロツト44を管43
に対して相対的に、軸方向に埋設管21側に押
込むとパンタグラフ45は伸びる一方、外側に
引張るとパンタグラフは折り畳まれる。枝管固
定装置42のロツト44を挿込みパンタグラフ
45を伸ばして枝管40内に貫通して埋設管2
1内に挿入し、次にロツト44を引張つてパン
タグラフ45を折り畳み、折り畳まれたパンタ
グラフ45,45′とロツト44を滑動自在に
挿通する蓋46とによつて、埋設管21と枝管
40を挾み込んで、蓋46を枝管40にナツト
47で固定することによつて、埋設管21と枝
管40とを強固に固定しておく。
Thereafter, the branch pipe fixing device 42 is inserted into the branch pipe 40 to fix the branch pipe 40 to the buried pipe 21 as shown in FIG. In FIG. 9, the upper side of the line B--B in the figure shows the time of insertion, and the lower side shows the time of fixation. The branch pipe fixing device 42 connects the pipe 43 and this pipe 43.
The rotor 44 and pantograph 45 inserted into
45'. One end 45, 45a' of the pantograph 45, 45' is rotatably fixed to one end of the tube 43, while the other end 45b, 45b' is fixed to one end of the tube 43.
It is rotatably fixed to one end on the pantograph 45 side of No. 4. Therefore, the rod 44 is replaced by the tube 43.
When pushed toward the buried pipe 21 in the axial direction, the pantograph 45 stretches, while when pulled outward, the pantograph 45 is folded. The rod 44 of the branch pipe fixing device 42 is inserted, the pantograph 45 is extended, and the branch pipe 40 is penetrated into the buried pipe 2.
1, then pull the rod 44 to fold the pantograph 45, and connect the buried pipe 21 and the branch pipe 40 with the folded pantographs 45, 45' and the lid 46 which is slidably inserted through the rod 44. By inserting the cover 46 into the branch pipe 40 and fixing it with a nut 47, the buried pipe 21 and the branch pipe 40 are firmly fixed.

枝管部取付部止水および埋戻し(第1図) 内側ケーシング27を引き抜いたあと、枝管
40の取付部付近に枝管40の固定および二次
止水のため外側ケーシング22と枝管40との
間隙部の下部に急結モルタル51を、第10図
に示すようにミキサー50で撹拌しながら打設
する。次に、外側ケーシング22を引き抜きな
がら、枝管40と地盤20の間に土砂等の充填
材を充填して、外側ケーシング22内を埋め戻
す。その後、枝管固定装置42を取り除く。
Water stoppage and backfilling of the branch pipe attachment part (Fig. 1) After the inner casing 27 is pulled out, the outer casing 22 and the branch pipe 40 are installed near the attachment part of the branch pipe 40 in order to secure the branch pipe 40 and to provide a secondary water stoppage. A quick-setting mortar 51 is placed in the lower part of the gap between the mold and the mold while being stirred by a mixer 50, as shown in FIG. Next, while pulling out the outer casing 22, a filler such as earth and sand is filled between the branch pipe 40 and the ground 20 to backfill the inside of the outer casing 22. Thereafter, the branch pipe fixing device 42 is removed.

流入管接続および後片付け(第1図) 会所桝53を設置し、この会所桝53を枝管
40に連結した後、会所桝53の周囲を埋戻
す。
Inflow Pipe Connection and Cleanup (FIG. 1) After installing the chamber 53 and connecting the chamber 53 to the branch pipe 40, the area around the chamber 53 is backfilled.

このように、外側ケーシング22内で探針棒2
6を操作して求めた埋設管21の外壁に至る外側
ケーシング22の中心線方向の深さの最も浅い2
点間を結ぶ直線と外側ケーシング22の中心線
O′との偏心量Lを求め、外側ケーシング22に
枝管40の外側よりもやや大きい内径の内側ケー
シング27を挿通し、偏心量Lに基づいて埋設管
21の中心線Oと内側ケーシング27の中心線
O″が交差するようにし、次いで、内側ケーシン
グ27をガイドとして埋設管の中心を通る孔を穿
設し、さらに、内側ケーシング27をガイドとし
て枝管40を挿通して埋設管21に接続するよう
にしているので、簡単、迅速に枝管40の中心線
と埋設管の中心線を一致させることができるので
ある。
In this way, the probe rod 2 is placed inside the outer casing 22.
The shallowest depth 2 in the center line direction of the outer casing 22 reaching the outer wall of the buried pipe 21, which was obtained by operating 6.
The straight line connecting the points and the center line of the outer casing 22
The eccentricity L between the buried pipe 21 and the inner casing 27 is determined, and the inner casing 27, which has an inner diameter slightly larger than the outside of the branch pipe 40, is inserted into the outer casing 22. center line
Then, using the inner casing 27 as a guide, drill a hole passing through the center of the buried pipe, and then insert the branch pipe 40 using the inner casing 27 as a guide to connect it to the buried pipe 21. Therefore, it is possible to easily and quickly align the center line of the branch pipe 40 with the center line of the buried pipe.

上記実施例においては、外側ケーシング22の
内周面の相対向する位置に設けた探査ガイド穴2
5,25に探針棒26,26を挿通し、外側ケー
シング22を回転させながら探針棒26,26を
操作して埋設管21の中心位置を検知するように
している。しかし、探査ガイド穴を外側ケーシン
グの内周面に等間隔に複数個設けて、外側ケーシ
ングを回転することなく、上記探査ガイド穴に順
次探針棒を通して上下させて、あるいは、全部の
探査ガイド穴に同時に複数本の探針棒を挿通し
て、埋設管21の中心位置を検知するようにして
もよい。また、探査ガイド穴部材を外側ケーシン
グの内周面に沿つて移動自在に設置し、その探査
ガイド穴部材の中に探針棒を挿通し、上記探査ガ
イド穴部材を外側ケーシングの内周面に沿つて移
動させることによつて、外側ケーシングを回転す
ることなく、埋設管21の中心位置を検知するよ
うにしてもよい。
In the above embodiment, the exploration guide holes 2 are provided at opposing positions on the inner peripheral surface of the outer casing 22.
The center position of the buried pipe 21 is detected by inserting probe rods 26, 26 into the holes 5, 25 and operating the probe rods 26, 26 while rotating the outer casing 22. However, a plurality of exploration guide holes are provided at equal intervals on the inner peripheral surface of the outer casing, and the probe rod is passed through the exploration guide holes one by one and moved up and down without rotating the outer casing. The center position of the buried pipe 21 may be detected by simultaneously inserting a plurality of probe rods into the pipe. In addition, an exploration guide hole member is movably installed along the inner peripheral surface of the outer casing, a probe rod is inserted into the exploration guide hole member, and the exploration guide hole member is attached to the inner peripheral surface of the outer casing. The center position of the buried pipe 21 may be detected by moving it along the buried pipe 21 without rotating the outer casing.

また、上記実施例においては、枝管40の中心
線を埋設管21の中心線と直交するようにして、
上記枝管40を埋設管21に接続しているが、枝
管40の中心線を埋設管21の中心線に対して斜
めになるように接続してもよい。
Further, in the above embodiment, the center line of the branch pipe 40 is made perpendicular to the center line of the buried pipe 21,
Although the branch pipe 40 is connected to the buried pipe 21, it may be connected so that the center line of the branch pipe 40 is diagonal to the center line of the buried pipe 21.

<発明の効果> 以上より明らかなように、この発明の埋設管の
枝管取付方法は、大径円筒管を埋設管に交差する
方向に埋め込み、この大径円筒管の内壁に沿つて
探針棒を挿入して求められる上記埋設管の外壁に
至る大径円筒管の中心線方向の深さが最も浅い2
点間を結ぶ直線と、上記大径円筒管の中心線との
偏差量を求め、大径円筒管の内にスペーサを取り
付けた小径管を上記偏差量だけ偏差させて挿通
し、埋設管外壁の直線と小径管の中心線が交差す
るようにして小径管を埋設管に密着させ、次い
で、小径管をカイドとして埋設管に孔を穿設し、
さらに、上記小径管をガイドにして枝管を挿入し
て埋設管に嵌合して固定するようにしたので、簡
単、迅速に枝管の中心線と埋設管の中心線を一致
させて枝管を埋設することができる。
<Effects of the Invention> As is clear from the above, the method for attaching a branch pipe to a buried pipe according to the present invention involves embedding a large diameter cylindrical pipe in a direction crossing the buried pipe, and inserting a probe along the inner wall of the large diameter cylindrical pipe. The depth in the center line direction of the large diameter cylindrical pipe reaching the outer wall of the buried pipe determined by inserting the rod is the shallowest 2
Find the amount of deviation between the straight line connecting the points and the center line of the large-diameter cylindrical pipe, insert the small-diameter pipe with a spacer attached inside the large-diameter cylindrical pipe with a deviation of the above deviation, and check the outer wall of the buried pipe. The small diameter pipe is brought into close contact with the buried pipe so that the straight line and the center line of the small diameter pipe intersect, and then a hole is drilled in the buried pipe using the small diameter pipe as a guide.
Furthermore, since the branch pipe is inserted using the small diameter pipe as a guide and is fitted into the buried pipe and fixed, the center line of the branch pipe can be easily and quickly aligned with the center line of the buried pipe. can be buried.

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

第1図はこの発明の埋設管の枝管取付方法の工
程図、第2図は外側ケーシング挿入説明図、第3
図は埋設管中心位置検知の説明図、第4図は探査
孔、探針棒の説明図、第5図は内側ケーシングの
挿入説明図、第6図は第5図の側面断面図、第7
図は埋設管穿孔の説明図、第8図は枝管の取付説
明図、第9図は枝管固定装置の動作説明図、第1
0図は急結モルタル打設の説明図、第11,12
図は従来の埋設管の枝管取付法の説明図である。 21……埋設管、22……外側ケーシング、2
3……斜ボーリングマシン、26……探針棒、2
7……内側ケーシング、28a,28b……鍔、
34……ビツト、35……センタードリル、36
……コア落下防止部材、40……枝管、42……
枝管固定装置、51……急結モルタル。
Fig. 1 is a process diagram of the branch pipe installation method of a buried pipe according to the present invention, Fig. 2 is an explanatory diagram of inserting the outer casing, and Fig. 3
The figure is an explanatory diagram of buried pipe center position detection, Fig. 4 is an explanatory diagram of the exploration hole and probe rod, Fig. 5 is an explanatory diagram of inserting the inner casing, Fig. 6 is a side sectional view of Fig. 5, and Fig. 7 is an explanatory diagram of the detection of the center position of the buried pipe.
Figure 8 is an explanatory diagram of underground pipe drilling, Figure 8 is an explanatory diagram of installing a branch pipe, Figure 9 is an explanatory diagram of the operation of the branch pipe fixing device,
Figure 0 is an explanatory diagram of quick setting mortar pouring, Nos. 11 and 12
The figure is an explanatory diagram of a conventional method for attaching a branch pipe to a buried pipe. 21... Buried pipe, 22... Outer casing, 2
3... Oblique boring machine, 26... Probe bar, 2
7... Inner casing, 28a, 28b... Tsuba,
34... Bit, 35... Center drill, 36
... Core fall prevention member, 40 ... Branch pipe, 42 ...
Branch pipe fixing device, 51...quick setting mortar.

Claims (1)

【特許請求の範囲】 1 円筒形の埋設管に取付けられる枝管よりも大
径である大径円筒管を上記埋設管に交差する方向
に埋め込む工程と、 上記大径円筒管の所定の断面位置から上記埋設
管の外壁に至る大径円筒管の中心線方向の深さを
上記大径円筒管の内壁に沿つて探針棒を挿入して
計測し、深さが最も浅い2点間を結ぶ直線を求め
る工程と、 上記求められた埋設管外壁上の直線と上記大径
円筒管の中心線との偏差量を求める工程と、 上記枝管の外径より大きい内径の小径管の周囲
にスペーサを取り付ることによつて上記小径管を
上記大径円筒管の中に互いの中心線を上記偏差量
だけ偏心させて挿通し、上記埋設管外壁上の直線
と小径管の中心線とが交差するようにして上記小
径管を埋設管に密着させる工程と、 上記小径管内に穿孔機を挿入して、上記埋設管
の中心に向かうような孔を上記埋設管に穿孔する
工程と、 上記小径管内に枝管を挿通して、その枝管の先
端を上記孔に嵌合して固定する工程と、 上記大径円筒管と小径管を撤去しながら、上記
枝管と地盤の間に充填材を充填する工程とからな
ることを特徴とする埋設管の枝管取付方法。
[Claims] 1. A step of embedding a large diameter cylindrical pipe having a larger diameter than a branch pipe attached to the cylindrical buried pipe in a direction crossing the buried pipe, and a predetermined cross-sectional position of the large diameter cylindrical pipe. Measure the depth in the direction of the center line of the large-diameter cylindrical pipe from 1 to the outer wall of the buried pipe by inserting a probe rod along the inner wall of the large-diameter cylindrical pipe, and connect the two points with the shallowest depth. a step of determining a straight line, a step of determining the amount of deviation between the determined straight line on the outer wall of the buried pipe and the center line of the large diameter cylindrical pipe, and a spacer placed around the small diameter pipe having an inner diameter larger than the outer diameter of the branch pipe. By installing the small-diameter pipe, the small-diameter pipe is inserted into the large-diameter cylindrical pipe with their center lines offset by the deviation amount, and the straight line on the outer wall of the buried pipe and the center line of the small-diameter pipe are aligned. a step of bringing the small-diameter pipe into close contact with the buried pipe so as to intersect with each other; a step of inserting a punch into the small-diameter pipe to drill a hole in the buried pipe toward the center of the buried pipe; A process of inserting a branch pipe into the pipe and fitting and fixing the tip of the branch pipe into the hole, and removing a filling material between the branch pipe and the ground while removing the large diameter cylindrical pipe and the small diameter pipe. A method for installing a branch pipe of a buried pipe, the method comprising:
JP62102957A 1987-04-24 1987-04-24 Method for mounting branch pipe of embedded pipe Granted JPS63268831A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62102957A JPS63268831A (en) 1987-04-24 1987-04-24 Method for mounting branch pipe of embedded pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62102957A JPS63268831A (en) 1987-04-24 1987-04-24 Method for mounting branch pipe of embedded pipe

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP2402444A Division JPH086355B2 (en) 1990-12-14 1990-12-14 Core tube

Publications (2)

Publication Number Publication Date
JPS63268831A JPS63268831A (en) 1988-11-07
JPH0432179B2 true JPH0432179B2 (en) 1992-05-28

Family

ID=14341278

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62102957A Granted JPS63268831A (en) 1987-04-24 1987-04-24 Method for mounting branch pipe of embedded pipe

Country Status (1)

Country Link
JP (1) JPS63268831A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04166524A (en) * 1990-10-29 1992-06-12 Manabu Shinoda Laying method for drain pipe
JP4745742B2 (en) * 2005-07-13 2011-08-10 裕之 太田 Drilling device

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60164527A (en) * 1984-02-06 1985-08-27 日成建設株式会社 Sewage take-out pipe burying and connecting construction method
JPS6145039A (en) * 1984-08-09 1986-03-04 松坂貿易株式会社 Construction of sewage pipe

Also Published As

Publication number Publication date
JPS63268831A (en) 1988-11-07

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