JPH0220308Y2 - - Google Patents
Info
- Publication number
- JPH0220308Y2 JPH0220308Y2 JP1984100240U JP10024084U JPH0220308Y2 JP H0220308 Y2 JPH0220308 Y2 JP H0220308Y2 JP 1984100240 U JP1984100240 U JP 1984100240U JP 10024084 U JP10024084 U JP 10024084U JP H0220308 Y2 JPH0220308 Y2 JP H0220308Y2
- Authority
- JP
- Japan
- Prior art keywords
- diameter pipe
- pipe
- small diameter
- large diameter
- socket
- 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
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
- Rigid Pipes And Flexible Pipes (AREA)
Description
【考案の詳細な説明】 産業上の利用分野 本考案は推進工法用管に関する。[Detailed explanation of the idea] Industrial applications The present invention relates to pipes for use in propulsion construction methods.
従来例の構成とその問題点
口径が2000mm以上の大径管を推進工法で敷設す
る場合に、この大径管の近傍に口径100mm程度の
電力ケーブル用鞘管等の小径管をともに敷設する
ことを要望されることが多い。このとき、大径管
と小径管とを別工程で敷設していたのでは作業能
率が悪いという問題がある。そこで従来、たとえ
ば実願昭59−64937号においては、受口と挿口と
を有した推進工法用の大径管の外側に、この大径
管と同等の長さを有するとともに受口と挿口とを
有した小径管を、前記大径管と平行に、かつ両管
の受口の端面を揃えて固定し、大径管の挿口の外
側に、前記大径管の受口へ推進力を伝達するフラ
ンジと、このフランジに固定されて前記小径管の
受口へ推力を伝達可能な推力伝達部材とを設けた
ものが提案されている。これによれば、大径管と
小径管とを一体化できてしかも両管にともに推力
を伝達できるため、両管を同時に推進させること
が可能となり、能率良く作業できるものである。Conventional configuration and its problems When a large diameter pipe with a diameter of 2000 mm or more is laid using the propulsion method, a small diameter pipe such as a sheath pipe for power cables with a diameter of about 100 mm is also laid in the vicinity of this large diameter pipe. is often requested. At this time, if the large-diameter pipe and the small-diameter pipe are laid in separate processes, there is a problem that work efficiency is poor. Therefore, conventionally, for example, in Utility Application No. 59-64937, a large-diameter pipe for the propulsion method, which has a socket and an insertion port, has a similar length to the large-diameter pipe, and a socket and an insertion port. A small diameter pipe having a mouth is fixed parallel to the large diameter pipe and with the end faces of the sockets of both pipes aligned, and is propelled to the outside of the socket of the large diameter pipe to the socket of the large diameter pipe. A device has been proposed that includes a flange for transmitting force and a thrust transmitting member fixed to the flange and capable of transmitting thrust to the socket of the small diameter pipe. According to this, the large-diameter pipe and the small-diameter pipe can be integrated, and thrust can be transmitted to both pipes, so both pipes can be propelled at the same time, allowing efficient work.
ところが、上記従来の構成では、小径管は大径
管の外側に裸で配置されているため、推進中に土
圧等の作用で所定位置から外れやすいという問題
がある。 However, in the above-mentioned conventional configuration, since the small-diameter pipe is disposed bare outside the large-diameter pipe, there is a problem that it is likely to come off the predetermined position due to the action of earth pressure or the like during propulsion.
考案の目的
そこで本考案は、推進中に小径管が所定位置か
ら外れないようにすることを目的とする。Purpose of the invention Therefore, the purpose of the present invention is to prevent the small-diameter pipe from coming out of its predetermined position during propulsion.
考案の構成
上記目的を達成するため本考案は、一端に受口
を有するとともに他端に挿口を有した推進工法用
の大径管の外側に、この大径管と同等の長さを有
しかつ一端に受口を有するとともに他端に挿口を
有した小径管を、両管の受口および挿口どうしを
互いに対応させて平行に配置し、この小径管を、
この小径管を大径管に取り付けるための留め金具
と、これら小径管と大径管との隙間に介装される
デイスタンスピースとを有した固定部材によつて
大径管に固定し、前記大径管と小径管とを外装コ
ンクリートで一体に覆つたものである。Structure of the device In order to achieve the above object, the present device has a socket on one end and an inlet on the other end, and has a length equivalent to that of the large diameter pipe on the outside of the large diameter pipe for the propulsion method. In addition, a small diameter tube having a socket at one end and an inlet at the other end is arranged in parallel with the sockets and inlets of both tubes corresponding to each other, and this small diameter tube is
The small diameter pipe is fixed to the large diameter pipe by a fixing member having a fastener for attaching the small diameter pipe to the large diameter pipe, and a distance piece inserted in the gap between the small diameter pipe and the large diameter pipe. A large-diameter pipe and a small-diameter pipe are integrally covered with exterior concrete.
したがつて、小径管は、外装コンクリートの作
用により強固に大径管に固定されるのみならず、
土砂との接触が防止されて土圧を受けなくなるた
め、推進中に所定位置から外れるという問題を確
実に解消でき、しかも小径管は留め金具とデイス
タンスピースとを有した固定部材によつて大径管
に固定されることから、デイスタンスピースによ
り両管の受口どうしの干渉を防止しかつ小径管を
所定位置に位置決めしたうえで、留め金具により
この小径管を確実に大径管に固定でき、このため
外装コンクリートで覆うための作業を容易に行う
ことができる。 Therefore, the small diameter pipe is not only firmly fixed to the large diameter pipe by the action of the exterior concrete, but also
Since contact with earth and sand is prevented and there is no earth pressure, the problem of the pipe coming off the designated position during propulsion can be reliably solved.Moreover, small diameter pipes can be easily fixed by fastening members with fasteners and distance pieces. Since it is fixed to the diameter pipe, the distance piece prevents interference between the sockets of both pipes, and after positioning the small diameter pipe in the specified position, the small diameter pipe is securely fixed to the large diameter pipe using the fastener. This makes it easy to cover the exterior with concrete.
実施例の説明
以下、本考案の一実施例を図面にもとづいて説
明する。第1図〜第2図において、1は下水管等
の大径管で、口径が2400〜2600mm程度とされてい
る。また2は電力ケーブル用鞘管等の小径管で、
口径が80mm程度とされ、大径管1と同等の長さを
有して大径管1の外側に平行に配置されている。DESCRIPTION OF EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. In Figures 1 and 2, numeral 1 indicates a large diameter pipe such as a sewer pipe, with a diameter of approximately 2400 to 2600 mm. 2 is a small diameter pipe such as a power cable sheath pipe,
It has a diameter of about 80 mm, has the same length as the large diameter pipe 1, and is arranged parallel to the outside of the large diameter pipe 1.
大径管1において、3は受口、4は挿口であ
り、管内面にはセメントモルタルライニング5が
形成されている。6は互いに接合される受口挿口
間のシール材で、押圧装置7にて圧縮されてい
る。挿口4の外面には受口3の端面に当接して推
進力を伝達可能なフランジ8が溶接されている。
9は固定ボルトである。小径管2も大径管1と同
様に受口10と挿口11とを有し、その受口10
の端面を大径管1の受口3の端面に揃えて配置さ
れている。 In the large-diameter pipe 1, 3 is a socket, 4 is an inlet, and a cement mortar lining 5 is formed on the inner surface of the pipe. Reference numeral 6 denotes a sealing material between the sockets and sockets that are joined together, and is compressed by a pressing device 7. A flange 8 is welded to the outer surface of the socket 4 so as to be in contact with the end face of the socket 3 and capable of transmitting propulsive force.
9 is a fixing bolt. Like the large diameter pipe 1, the small diameter pipe 2 also has a socket 10 and an insertion port 11, and the socket 10
is arranged so that its end face is aligned with the end face of the socket 3 of the large diameter pipe 1.
フランジ8には、推力伝達部材としての推力伝
達板12が溶接され、この推力伝達板12には、
小径管2の受口10の外径よりは小さくかつ挿口
11の外径よりは大きな管軸心方向の通し穴13
が形成され、挿口11を受口10に挿入した状態
でこの受口10に推力を伝達可能となつている。
14,15はリブで、推力伝達板12に溶接され
ている。 A thrust transmission plate 12 as a thrust transmission member is welded to the flange 8, and this thrust transmission plate 12 includes:
A through hole 13 in the tube axis direction that is smaller than the outer diameter of the socket 10 of the small diameter pipe 2 and larger than the outer diameter of the insertion port 11.
is formed, and thrust can be transmitted to the socket 10 when the socket 11 is inserted into the socket 10.
Ribs 14 and 15 are welded to the thrust transmission plate 12.
第1図および第3図に示すように、大径管1の
管胴部の外周は鉄筋(第3図では図示を省略)1
6入りの外装コンクリート17で覆われている。
また、18は小径管2を大径管1に固定するため
の固定部材で、外装コンクリート17内に埋設さ
れるアンカーボルト19と、両端をアンカーボル
ト19に溶接することにより小径管2を大径管1
に固定可能な帯状の留め金具20と、小径管2と
外装コンクリート17との隙間に介装されるデイ
スタンスピース21とを有している。 As shown in Figures 1 and 3, the outer periphery of the pipe body of the large diameter pipe 1 is reinforced with reinforcing bars (not shown in Figure 3).
It is covered with 6-pack exterior concrete 17.
Further, 18 is a fixing member for fixing the small diameter pipe 2 to the large diameter pipe 1, and by welding both ends to the anchor bolt 19 buried in the exterior concrete 17, the small diameter pipe 2 can be fixed to the large diameter pipe 1. tube 1
It has a band-shaped fastener 20 that can be fixed to the pipe, and a distance piece 21 that is inserted in the gap between the small diameter pipe 2 and the exterior concrete 17.
22は小径管2を覆う外装コンクリートで、こ
の外装コンクリート22は、大径管1の外装コン
クリート17に固着して一体化され、かつ外装コ
ンクリート17の接線方向に連続して打設されて
いる。 22 is an exterior concrete covering the small diameter pipe 2. This exterior concrete 22 is fixed and integrated with the exterior concrete 17 of the large diameter pipe 1, and is cast continuously in the tangential direction of the exterior concrete 17.
このような構成において、小径管2を外装コン
クリート17付きの大径管1に取付けるときに
は、まず小径管2の受口10の端面を大径管1の
受口3の端面に揃えるとともに、その挿口11を
推力伝達板12の通し穴13に挿入し、固定部材
18を利用して小径管2を大径管1と平行に固定
する。次に、第3図に示すように山形の型枠23
を外装コンクリート17に当てがい、その内部に
外装コンクリート22を打設すれば、外装コンク
リート22は小径管2を覆つた状態で大径管1の
外装コンクリート17に固着し、一体化する。こ
れにより、小径管2は外装コンクリート22を介
して大径管1に強固に固定されることになる。 In such a configuration, when attaching the small diameter pipe 2 to the large diameter pipe 1 with the exterior concrete 17, first align the end face of the socket 10 of the small diameter pipe 2 with the end face of the socket 3 of the large diameter pipe 1, and then The opening 11 is inserted into the through hole 13 of the thrust transmission plate 12, and the small diameter tube 2 is fixed parallel to the large diameter tube 1 using the fixing member 18. Next, as shown in FIG.
When the exterior concrete 17 is applied to the exterior concrete 17 and the exterior concrete 22 is placed inside it, the exterior concrete 22 is fixed to the exterior concrete 17 of the large diameter pipe 1 while covering the small diameter pipe 2 and is integrated. Thereby, the small diameter pipe 2 is firmly fixed to the large diameter pipe 1 via the exterior concrete 22.
管を推進させると、推力はフランジ8を介して
大径管1に伝達され、かつ推力伝達板12を介し
て小径管2に伝達されることになり、大径管1と
小径管2とが同時に推進される。このとき、小径
管2は外装コンクリート22に覆われて固定され
ていることから、土砂から土圧を受けることはな
く、この土圧の作用で所定位置から外れるという
ような問題は生じない。 When the pipe is propelled, the thrust is transmitted to the large diameter pipe 1 via the flange 8 and to the small diameter pipe 2 via the thrust transmission plate 12, and the large diameter pipe 1 and the small diameter pipe 2 are promoted at the same time. At this time, since the small diameter pipe 2 is covered and fixed by the exterior concrete 22, it is not subjected to earth pressure from earth and sand, and there is no problem of it coming off from a predetermined position due to the action of this earth pressure.
なお、上記においては、外装コンクリート17
付きの大径管1に小径管2を固定した後に外装コ
ンクリート22を別途打設するものを例示した
が、外装コンクリート17,22を同時に打設す
ると能率的である。すなわち、第4図に示すよう
に留め金具20とデイスタンスピース21のみを
利用して小径管2を大径管1の管胴部外面に直接
固定し、この状態の両管を断面卵形の筒状の型枠
24内に保持した後、外装コンクリート25を一
度に打設すればよい。しかも、通常大径管1は円
筒状の型枠を利用して外装コンクリート17を打
設しているため、この円筒状の型枠を少こし改造
するだけで型枠24を得ることができ、効率的で
ある。 In addition, in the above, exterior concrete 17
Although the case in which the exterior concrete 22 is cast separately after fixing the small diameter pipe 2 to the large diameter pipe 1 with a holder is illustrated, it is more efficient to cast the exterior concrete 17 and 22 at the same time. That is, as shown in FIG. 4, the small-diameter pipe 2 is directly fixed to the outer surface of the pipe body of the large-diameter pipe 1 using only the fastener 20 and the distance piece 21, and both pipes in this state have an oval cross section. After holding it in the cylindrical formwork 24, the exterior concrete 25 may be poured all at once. Moreover, since the large-diameter pipe 1 is usually cast with the exterior concrete 17 using a cylindrical formwork, the formwork 24 can be obtained by simply modifying the cylindrical formwork a little. Efficient.
考案の効果
以上述べたように本考案によると、小径管は、
外装コンクリートの作用により強固に大径管に固
定されるのみならず、土砂との接触が防止されて
土圧を受けなくなるため、推進中に所定位置から
外れるという問題を確実に解消でき、しかも小径
管は留め金具とデイスタンスピースとを有した固
定部材によつて大径管に固定されることから、デ
イスタンスピースにより両管の受口どうしの干渉
を防止しかつ小径管を所定位置に位置決めしたう
えで、留め金具によりこの小径管を確実に大径管
に固定でき、このため外装コンクリートで覆うた
めの作業を容易に行うことができる。Effects of the invention As stated above, according to the invention, small diameter pipes
The action of the exterior concrete not only firmly fixes the pipe to the large diameter pipe, but also prevents it from coming into contact with earth and sand and receiving no earth pressure, which reliably eliminates the problem of the pipe falling out of its designated position during propulsion. Since the pipe is fixed to the large diameter pipe by a fixing member having a fastener and a distance piece, the distance piece prevents interference between the sockets of both pipes and positions the small diameter pipe in a predetermined position. Then, the small-diameter pipe can be reliably fixed to the large-diameter pipe using fasteners, which makes it easy to cover the pipe with exterior concrete.
第1図は本考案の一実施例の縦断面図、第2図
は第1図における要部の平面図、第3図は外装コ
ンクリート打設作業の一例を示す横断面図、第4
図は外装コンクリート打設作業の他の例を示す横
断面図である。
1……大径管、2……小径管、12……推力伝
達板、13……通し穴、17……外装コンクリー
ト、18……固定部材、22,25……外装コン
クリート、23,24……型枠。
Figure 1 is a longitudinal cross-sectional view of one embodiment of the present invention, Figure 2 is a plan view of the main parts in Figure 1, Figure 3 is a cross-sectional view showing an example of exterior concrete pouring work, and Figure 4 is a cross-sectional view showing an example of exterior concrete pouring work.
The figure is a cross-sectional view showing another example of exterior concrete pouring work. 1...Large diameter pipe, 2...Small diameter pipe, 12...Thrust transmission plate, 13...Through hole, 17...Exterior concrete, 18...Fixing member, 22, 25...Exterior concrete, 23, 24... ...Formwork.
Claims (1)
た推進工法用の大径管の外側に、この大径管と同
等の長さを有しかつ一端に受口を有するとともに
他端に挿口を有した小径管を、両管の受口および
挿口どうしを互いに対応させて平行に配置し、こ
の小径管を、この小径管を大径管に取り付けるた
めの留め金具と、これら小径管と大径管との隙間
に介装されるデイスタンスピースとを有した固定
部材によつて大径管に固定し、前記大径管と小径
管とを外装コンクリートで一体に覆つたことを特
徴とする推進工法用管。 On the outside of a large-diameter pipe for propulsion construction, which has a socket at one end and an socket at the other end, a A small diameter pipe with a port is arranged in parallel with the sockets and insertion ports of both pipes corresponding to each other, and a fastener for attaching the small diameter pipe to the large diameter pipe is attached to the small diameter pipe. and a distance piece interposed in the gap between the large diameter pipe and the large diameter pipe, and the large diameter pipe and the small diameter pipe are integrally covered with exterior concrete. Pipe for the propulsion method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10024084U JPS6115396U (en) | 1984-07-02 | 1984-07-02 | Pipe for propulsion method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10024084U JPS6115396U (en) | 1984-07-02 | 1984-07-02 | Pipe for propulsion method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6115396U JPS6115396U (en) | 1986-01-29 |
| JPH0220308Y2 true JPH0220308Y2 (en) | 1990-06-04 |
Family
ID=30659706
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10024084U Granted JPS6115396U (en) | 1984-07-02 | 1984-07-02 | Pipe for propulsion method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6115396U (en) |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS56111797A (en) * | 1980-02-07 | 1981-09-03 | Gorou Shigematsu | Porous pipe body and method of its propelling burying construction |
-
1984
- 1984-07-02 JP JP10024084U patent/JPS6115396U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6115396U (en) | 1986-01-29 |
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