JPH0218136Y2 - - Google Patents
Info
- Publication number
- JPH0218136Y2 JPH0218136Y2 JP15445182U JP15445182U JPH0218136Y2 JP H0218136 Y2 JPH0218136 Y2 JP H0218136Y2 JP 15445182 U JP15445182 U JP 15445182U JP 15445182 U JP15445182 U JP 15445182U JP H0218136 Y2 JPH0218136 Y2 JP H0218136Y2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- mounting
- tip
- main pipe
- hole
- 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
Links
- 239000002184 metal Substances 0.000 claims description 14
- 239000010865 sewage Substances 0.000 claims description 7
- 238000009434 installation Methods 0.000 claims description 5
- 239000000853 adhesive Substances 0.000 description 7
- 230000001070 adhesive effect Effects 0.000 description 7
- 239000004576 sand Substances 0.000 description 5
- 239000002689 soil Substances 0.000 description 5
- 238000009412 basement excavation Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 230000002093 peripheral effect Effects 0.000 description 3
- 229920003002 synthetic resin Polymers 0.000 description 3
- 239000000057 synthetic resin Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
Landscapes
- Sewage (AREA)
- Branch Pipes, Bends, And The Like (AREA)
Description
【考案の詳細な説明】
この考案は雨水桝、汚水桝と下水道本管とを連
絡する取付管の構造に関する。[Detailed description of the invention] This invention relates to the structure of an attachment pipe that connects a rainwater basin, a sewage basin, and a sewer main pipe.
従来この種取付管は、本管に穿設した透孔に鍔
付きソケツトを嵌着し、該ソケツトに取付管の先
端を嵌合固着してなるものであつた。このため、
作業現場においていちいちソケツトを取付けなけ
ればならないといつた面側があるばかりでなく、
本管から取付管の方向に向つて強力な引張力が作
用した場合、該取付管が本管から抜け出ないよう
に、本管側に挿入したソケツトにフランジを設け
るかまたはビス止めを行なわなければならないと
いう不都合さがあつた。 Conventionally, this type of attachment tube has been constructed by fitting a flanged socket into a through hole drilled in the main tube, and fitting and fixing the tip of the attachment tube into the socket. For this reason,
Not only are there surfaces where it is necessary to install sockets every time at the work site, but
If a strong tensile force is applied from the main pipe toward the attachment pipe, the socket inserted into the main pipe must be provided with a flange or secured with screws to prevent the attachment pipe from slipping out of the main pipe. There was the inconvenience of not being able to do so.
また別の従来例として、埋設された下水道本管
と土中を貫通する円筒孔内を通す取付管とを接合
する支管において、上記支管が取付管の外径より
やや大きいつばを設け、そのつばは土中の円筒孔
に挿入しやすい先細りをした部分を形成する下水
道取付管用支管の形状がある(実開昭56−159483
号公報参照)。このものは、永い間のうちにずれ
て取付管が下水道管の内面に突出して、下水道管
内の下水の流れを悪くすることを無くするもので
あるという利点を有するも、取付管は、ホルソー
等でせん孔貫通された管路に挿入する構造である
ため次のような欠点を有している。即ち、地下水
位の高い軟弱地盤にホルソー等でせん孔貫通され
た管路を掘削した後。該管路に取付管を挿入した
のでは、取付管を管路に挿入する前に土砂が管路
及び下水道管のせん孔部を通つて該下水道管内に
大量に流れ込み、下水道管内がたちまちのうちに
大量の土砂で塞がれてしまうという問題点があつ
た。 As another conventional example, in a branch pipe that connects a buried sewer main pipe and an attachment pipe that passes through a cylindrical hole penetrating the soil, the branch pipe is provided with a brim that is slightly larger than the outside diameter of the attachment pipe. has a branch pipe shape for sewerage pipes that forms a tapered part that is easy to insert into a cylindrical hole in the soil (Utility Model No. 56-159483).
(see publication). This has the advantage of preventing the attachment pipe from shifting over time and protruding into the inner surface of the sewer pipe, impairing the flow of sewage within the sewer pipe. Since the structure is such that it is inserted into a conduit that has been penetrated by a hole, it has the following drawbacks. That is, after excavating a pipe through a hole in soft ground with a high groundwater level using a hole saw or the like. If the attachment pipe is inserted into the pipeline, a large amount of earth and sand will flow into the sewer pipe through the pipeline and the perforated part of the sewer pipe before the attachment pipe is inserted, and the inside of the sewer pipe will be immediately destroyed. There was a problem that it was blocked by a large amount of earth and sand.
この考案は上記の欠点を解消するためになされ
たもので、その目的とするところは鍔付きソケツ
トや取付管と接続するつば付きの支管を一切使用
することなく掘削中に取付管を直接土中に埋没さ
せることができ、掘削終了と同時に取付管の先端
部を直接下水道管に取付ることができるような構
造とし、下水道本管への土砂の流入を完全に防止
でき、かつ取付作業が容易になし得るように工夫
した下水道取付管の構造を一般に提供するもので
ある。 This invention was made to eliminate the above-mentioned drawbacks, and its purpose was to allow the mounting pipe to be directly submerged into the soil during excavation without using any flanged sockets or collared branch pipes to connect the mounting pipe. The structure allows the pipe to be buried in the sewer pipe, and the tip of the pipe can be directly attached to the sewer pipe as soon as the excavation is completed, completely preventing earth and sand from entering the main sewer pipe, and making the installation work easy. The purpose of this invention is to provide the general public with a structure of a sewerage attachment pipe that has been devised so that it can be used as a sewerage pipe.
以下、この考案の一実施例を図面により説明す
る。 An embodiment of this invention will be described below with reference to the drawings.
1はコンクリート等よりなる下水道本管(以下
本管という)である。2は本管1に穿設した透孔
で、その大きさは後記する取付管3の外径よりも
若干大きめの孔とする。透孔2の穿設は先端にメ
タルクラウンを備えたボーリングマシンによる掘
削工法が採用されボーリングマシンの回転ロツド
の外周面の螺子部(図示せず)に取付管単体3の
後端部の内周面に形成した螺子部3bを螺着し、
該取付管単体3の先端部の外周面に形成した螺子
部3Cにメタルクラウンの内周面に形成した螺子
部(図示せず)を螺着し、ボーリングマシンの回
転ロツドで取付管単体3をメタルクラウンととも
に回転させ、本管1に到達するまで順次押込みな
がら取付管単体3同士を順次螺合接続していくも
のである。これにより地下水位の高い軟弱地盤に
対する本管への土砂の流入の防止対策が講じられ
る。雨水桝、汚水桝9と本管1とを連絡する取付
管単体3は、その先端を透孔2に挿入するときの
弾力性を考慮して塩化ビニル等の硬質合成樹脂に
より形成する。一本または複数本を互いに螺子部
を介して螺着してなる取付管単体3の先端部3a
は本管1に接続する。4は取付管単体3の先端部
3a付近の外周面に接着剤を介して固設した外面
テーパ5付のカラーで、その接着性を強固ならし
めるために取付管単体3と同質材の硬質合成樹脂
により形成される。該カラー4の取付位置は、第
1図に示すように、取付管3の先端における螺子
部3cが取付管3の内壁面1aより内方へ突出し
うるように、取付管3の先端面からメタルクラウ
ン7の高さLと下水本管1の厚さlを加算したL
+lだけ基端部寄りに接着剤或いは加熱溶融によ
つて一体に接着固定される。カラー4のテーパ5
面は第1図に示す如くその先端(下部)が細く、
基部が太くなるような傾斜面となつており、テー
パ5面の先細の先端から透孔2に向けて入れ、テ
ーパ面の途中で透孔2の上端部に摺接して止まる
ようになつている。このとき取付管単体3は硬質
合成樹脂材で形成されているから、弾力性を有
し、透孔2の上端部にテーパ5面がきつく当るこ
ととなる。最初の取付管単体3の先端部における
螺子部3cにはメタルクラウン7を螺合接続して
おり、該メタルクラウン7により本管1に透孔2
が穿設されると、メタルクラウンは透孔2を貫通
して本管1内に没入し、テーパ5面の途中が透孔
2の上端部に強く接触した状態で取付管単体3も
土中への進入を停止する。取付管単体3の停止状
態において、本管1内でメタルクラウン7を取外
し、本管1の内壁1aから突出した取付管単体3
の先端部を内壁1aと同一壁面となる如く切断す
る。これは本管1内の流動体の抵抗を増大させな
いためである。6はカラー4のテーパ5面と透孔
2壁面と取付管単体3の先端部3a外周面とで囲
繞された空間12に充填固化した接着剤である。
この接着剤6の選定に当つては、取付管単体3と
本管1の双方の材質に良好な接着力を有するもの
が使用されることは当然である。8は第3図の如
くカラー4のテーパ5面の先端部に装着したゴム
リングまたは幅広ゴムバンド等よりなる弾性部材
で、該弾性部材8は透孔2壁面に圧接して一層止
水効果を高めることができる。 1 is a sewer main pipe (hereinafter referred to as main pipe) made of concrete or the like. Reference numeral 2 denotes a through hole bored in the main pipe 1, and its size is slightly larger than the outer diameter of the attachment pipe 3, which will be described later. The through hole 2 is drilled using a boring method using a boring machine equipped with a metal crown at the tip, and is attached to a thread (not shown) on the outer circumferential surface of the rotating rod of the boring machine. Screw the threaded portion 3b formed on the surface,
A threaded portion (not shown) formed on the inner circumferential surface of the metal crown is screwed into the threaded portion 3C formed on the outer circumferential surface of the tip of the mounting tube single body 3, and the mounting tube single body 3 is screwed with a rotating rod of a boring machine. The mounting pipes 3 are sequentially screwed together by rotating together with the metal crown and being pushed in sequentially until reaching the main pipe 1. This will take measures to prevent earth and sand from flowing into the main pipe in soft ground with high groundwater levels. The mounting pipe unit 3 that connects the rainwater basin, the sewage basin 9, and the main pipe 1 is made of a hard synthetic resin such as vinyl chloride in consideration of elasticity when the tip thereof is inserted into the through hole 2. Tip portion 3a of a single mounting tube 3 formed by screwing one or more tubes together via a threaded portion
is connected to main pipe 1. Reference numeral 4 denotes a collar with an external taper 5 fixed to the outer circumferential surface near the tip 3a of the mounting tube unit 3 via adhesive, and is made of a hard synthetic material of the same material as the installation tube unit 3 to ensure strong adhesiveness. Made of resin. As shown in FIG. 1, the mounting position of the collar 4 is such that the threaded portion 3c at the tip of the mounting tube 3 can protrude inward from the inner wall surface 1a of the mounting tube 3. L which is the sum of the height L of crown 7 and the thickness l of sewage main pipe 1
They are integrally bonded and fixed by +l toward the proximal end using an adhesive or heat melting. color 4 taper 5
As shown in Figure 1, the surface is thin at the tip (lower part),
It has a sloped surface such that the base becomes thicker, and is inserted from the tapered tip of the tapered surface 5 toward the through hole 2, and stops by sliding into contact with the upper end of the through hole 2 in the middle of the tapered surface. . At this time, since the mounting tube unit 3 is made of a hard synthetic resin material, it has elasticity, and the tapered surface 5 comes into tight contact with the upper end of the through hole 2. A metal crown 7 is threadedly connected to the threaded portion 3c at the tip of the first mounting pipe unit 3, and the metal crown 7 connects the main pipe 1 to the through hole 2.
When the metal crown is drilled, the metal crown penetrates through the hole 2 and sinks into the main pipe 1, and the mounting pipe 3 also sinks into the soil with the middle of the taper 5 in strong contact with the upper end of the hole 2. Stop access to. When the mounting pipe unit 3 is in a stopped state, the metal crown 7 is removed within the main pipe 1, and the mounting pipe unit 3 protrudes from the inner wall 1a of the main pipe 1.
Cut the tip end so that it is flush with the inner wall 1a. This is to avoid increasing the resistance of the fluid in the main pipe 1. Reference numeral 6 denotes an adhesive filled and solidified in a space 12 surrounded by the tapered 5 surface of the collar 4, the wall surface of the through hole 2, and the outer peripheral surface of the tip 3a of the mounting tube unit 3.
When selecting the adhesive 6, it is a matter of course to use one that has good adhesion to the materials of both the mounting pipe 3 and the main pipe 1. Reference numeral 8 denotes an elastic member such as a rubber ring or a wide rubber band attached to the tip of the tapered surface 5 of the collar 4 as shown in FIG. can be increased.
図中、10は地表、11は取付管3の後端と雨
水桝、汚水桝9とを接続する曲管をそれぞれ示
す。 In the figure, reference numeral 10 indicates the ground surface, and reference numeral 11 indicates a curved pipe connecting the rear end of the attachment pipe 3 to the rainwater basin and the sewage basin 9, respectively.
この考案は上記の説明から判るように、一本又
は複数本の取付管単体の末端部に、ボーリングマ
シンの回転ロツド兼他の取付管単体のネジ取付部
を有し、先端部にメタルクラウンのネジ取付部を
備えた硬質合成樹脂製取付管単体の先端部付近の
外周面に、下水道本管の透孔の上端部に摺接する
外面テーパ付のカラーを固設したので、鍔付きソ
ケツトや取付管単体と接続するつば付きの支管を
一切使用することなく、取付管単体はボーリング
マシンによる掘削工法の採用が可能な構造となつ
た結果、ボーリングマシンの回転ロツドの螺子部
に直接取付管単体の後端部の螺子部を螺着し、該
取付管単体の先端部の螺子部に直接メタルクラウ
ンの螺子部を螺着し、ボーリングマシンで取付管
単体をメタルクラウンとともに回転させ、下水道
本管に到達するまで順次押込みながら取付管単体
同士を順次螺合接続していくことができる。従つ
て、取付管単体をボーリングマシンとともに回転
させながら土中に埋没でき本管の透孔が穿設され
ると同時に取付管単体の先端部を本管の透孔に挿
入でき、その外周面に形成したテーパ付きカラー
を透孔の上端部に摺接するまで強く押込めること
ができ、取付管単体を下水道本管に直接取付ける
ことが可能となる。その結果、取付管単体の挿入
孔掘削に伴なう下水道本管への土砂の流入が完全
に防止でき、取付工事が容易かつ迅速になし得る
という従来にない優れた効果を奏する。特に軟弱
地盤に対する取付管単体の取付工事において、そ
の効果が遺感なく発揮される。また、取付管単体
の先端部付近の外周面に固着した外面テーパ付カ
ラーは本管の透孔に対して一種のくさびの作用を
なし、上方から強い押圧力に対して十分に耐え、
かつカラーテーパ面と透孔壁面と取付管単体先端
部外周面とで囲繞される空間には接着剤が充填固
化され、該接着剤がこれまた一種のくさびの作用
をなし本管の内外から作用する力に対して取付管
の抜けを防止できるばかりか、取付部の止水効果
も万全である。 As can be seen from the above explanation, this device has a threaded attachment part for the rotary rod of a boring machine and other attachment pipes at the end of one or more mounting pipes, and a metal crown at the tip. A collar with an external tapered surface that slides into contact with the upper end of the through hole of the sewer main pipe is fixed on the outer circumferential surface near the tip of the single hard synthetic resin mounting pipe equipped with a threaded mounting part, making it easy to attach to a flanged socket or for mounting. As a result of the construction of the mounting pipe, which allows the adoption of the excavation method using a boring machine, without using any branch pipes with flanges to connect to the pipe, the mounting pipe itself can be directly attached to the threaded part of the rotating rod of the boring machine. Screw the threaded part at the rear end, screw the threaded part of the metal crown directly onto the threaded part at the tip of the mounting pipe, rotate the mounting pipe together with the metal crown using a boring machine, and connect it to the main sewer pipe. The mounting tubes can be threadedly connected one by one by pushing them one after another until they are reached. Therefore, the mounting pipe itself can be buried in the soil while rotating together with the boring machine, and at the same time as the main pipe through-hole is drilled, the tip of the mounting pipe itself can be inserted into the main pipe through-hole, and the outer peripheral surface of the mounting pipe can be inserted. The formed tapered collar can be strongly pushed in until it comes into sliding contact with the upper end of the through hole, making it possible to directly attach the mounting pipe to the sewer main pipe. As a result, it is possible to completely prevent the inflow of earth and sand into the sewer main pipe due to the excavation of the insertion hole for the installation pipe alone, and the installation work can be done easily and quickly, which is an excellent effect never seen before. Especially when installing a single mounting pipe on soft ground, its effectiveness is clearly demonstrated. In addition, the outer tapered collar fixed to the outer peripheral surface near the tip of the single mounting pipe acts as a kind of wedge against the through hole of the main pipe, and can withstand strong pressing force from above.
In addition, the space surrounded by the collar tapered surface, the through-hole wall surface, and the outer circumferential surface of the tip of the mounting tube is filled with adhesive and solidified, and the adhesive acts as a kind of wedge and acts from the inside and outside of the main tube. Not only can the attached pipe be prevented from coming off due to the force applied, but also the water-stopping effect of the attached part is perfect.
図面はこの考案の一実施例を示し、第1図は取
付管単体の正面図、第2図は雨水桝、汚水桝と本
管とを連絡する取付管の断面図、第3図は取付管
の取付部の断面図、第4図は他の実施例を示す取
付管の取付部の断面図である。
1……本管、2……透孔、3……取付管単体、
3b,3c……螺子部、4……カラー、5……テ
ーパ、6……接着剤、7……メタルクラウン。
The drawings show one embodiment of this invention. Figure 1 is a front view of the attached pipe, Figure 2 is a sectional view of the attached pipe connecting the rainwater basin, sewage basin, and main pipe, and Figure 3 is the attached pipe. Fig. 4 is a sectional view of the mounting part of the mounting pipe showing another embodiment. 1...Main pipe, 2...Through hole, 3...Single mounting pipe,
3b, 3c...Threaded portion, 4...Color, 5...Taper, 6...Adhesive, 7...Metal crown.
Claims (1)
の基端部にボーリングマシンの回転ロツド取付用
の螺子部を形成し、取付管の先端部にはメタルク
ラウン取付用の螺子部を形成すると共に、該先端
縁部の螺子部先端面から下水道本管の厚さとメタ
ルクラウンの高さを加算した以上の距離だけ基端
部寄りの位置に外面テーパ付先細カラーを一体に
固着形成したことを特徴とする下水道取付管。 A thread for attaching a rotary rod of a boring machine is formed at the base end of the attachment pipe connected between the sewer main pipe and the sewage basin, and a thread for attaching a metal crown is formed at the tip of the attachment pipe. In addition, a tapered collar with an externally tapered surface is integrally fixed at a position closer to the proximal end by a distance greater than the sum of the thickness of the sewer main pipe and the height of the metal crown from the distal end surface of the threaded portion of the distal end edge. A sewer installation pipe featuring:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15445182U JPS5961378U (en) | 1982-10-14 | 1982-10-14 | Installation part of sewer pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15445182U JPS5961378U (en) | 1982-10-14 | 1982-10-14 | Installation part of sewer pipe |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5961378U JPS5961378U (en) | 1984-04-21 |
| JPH0218136Y2 true JPH0218136Y2 (en) | 1990-05-22 |
Family
ID=30341412
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15445182U Granted JPS5961378U (en) | 1982-10-14 | 1982-10-14 | Installation part of sewer pipe |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5961378U (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2018059381A (en) * | 2016-10-07 | 2018-04-12 | 東京電力ホールディングス株式会社 | Iron lid fixing method |
| JP2024065761A (en) | 2022-10-31 | 2024-05-15 | 株式会社シマノ | Drag lever and dual-bearing fishing reel |
-
1982
- 1982-10-14 JP JP15445182U patent/JPS5961378U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5961378U (en) | 1984-04-21 |
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