JP2001049988A - Pipe reinforcement structure for bending propulsion in propulsion method - Google Patents
Pipe reinforcement structure for bending propulsion in propulsion methodInfo
- Publication number
- JP2001049988A JP2001049988A JP11227007A JP22700799A JP2001049988A JP 2001049988 A JP2001049988 A JP 2001049988A JP 11227007 A JP11227007 A JP 11227007A JP 22700799 A JP22700799 A JP 22700799A JP 2001049988 A JP2001049988 A JP 2001049988A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- socket
- propulsion
- reinforcing material
- propelling
- 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.)
- Withdrawn
Links
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は、推進工法におけ
る屈曲推進時の管補強構造に関し、湾曲管路に沿って管
を推進工法で推進する場合の管の補強構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pipe reinforcing structure for bending and propulsion in a propulsion method, and more particularly to a pipe reinforcing structure for propelling a pipe along a curved conduit by a propulsion method.
【0002】[0002]
【従来の技術】管路を地中埋設していく場合、発進立坑
から管を管路方向へ地中に推進していく推進工法が知ら
れている。この推進工法を実施する場合一般に図7に示
すように、管1外面にモルタル層2および外装鋼管3を
一体に設けた推進管4の受口5に、同じく推進管4の挿
口6をシール用ゴム輪7を介挿して挿入し、挿口先端6
aを受口奥端5aに当接し、矢印方向へ推進力を与えて
地中に推進させていく。2. Description of the Related Art When a pipe is buried underground, a propulsion method is known in which a pipe is propelled from the starting shaft into the ground in the direction of the pipe. When this propulsion method is carried out, generally, as shown in FIG. 7, the insertion port 6 of the propulsion pipe 4 is sealed with the receiving port 5 of the propulsion pipe 4 having the mortar layer 2 and the outer steel pipe 3 integrally provided on the outer surface of the pipe 1. Insert the rubber tip 7 through the rubber ring 7
a is brought into contact with the back end 5a of the receiving port, and a propulsive force is given in the direction of the arrow to propel the vehicle underground.
【0003】[0003]
【発明が解決しようとする課題】ところで、上記推進工
法で直線管路を推進していく場合は、挿口6の端面6a
全面と受口5奥端5a全面が均一に接しているので、推
進力伝達力も分散されるが、管路が湾曲している箇所で
は、図8に示すように挿口端面6aと受口奥端5aの接
触部が、管路湾曲部の内側だけとなり力が集中して図8
の部分拡大図に示すように管壁の接触エッジ5b、6b
がせん断破断する問題があった。When a straight pipe is propelled by the above-mentioned propulsion method, the end face 6a
Since the entire surface and the entire back end 5a of the receptacle 5 are in uniform contact with each other, the propulsive force transmission force is also dispersed. However, in a curved portion of the pipe, as shown in FIG. The contact portion at the end 5a is limited only to the inside of the pipe curved portion, and the force is concentrated.
As shown in the partial enlarged view of FIG.
Had the problem of shear fracture.
【0004】また、このような破断があると、挿口6の
先端6aが縮径して受口奥端5aより管内へと押し込ま
れてしまい、それ以上推進工法が継続できなくなる問題
があった。この発明は上記問題点を解消し、管路が湾曲
している場合に、推進力集中による管の破損並びに挿口
の縮径挿入を防止し、もって湾曲部であっても円滑に推
進工法を実施することを課題としてなされたものであ
る。[0004] In addition, if such a break occurs, the distal end 6a of the insertion port 6 is reduced in diameter and pushed into the pipe from the back end 5a of the receiving port, so that the propulsion method cannot be continued any more. . The present invention solves the above-described problems, and when the pipe is curved, prevents the pipe from being damaged due to the concentration of the propulsive force and preventing the insertion of the insertion port from being reduced in diameter. It was made to be implemented.
【0005】[0005]
【課題を解決するための手段】この発明の請求項1の推
進工法における屈曲推進時の管補強構造は、受口奥端に
挿口先端を押し当てて推進していく管の推進工法におい
て、挿口先端が当接される受口奥端の内周面に補強材を
当接したものである。この発明によれば、過大な押圧力
を受ける受口奥端に補強材が当接され、この補強材によ
っても押圧力が支えられるので、管壁の破断が防止さ
れ、湾曲部であっても直線部と同様に推進工法を継続し
ていくことができる。According to a first aspect of the present invention, there is provided a pipe reinforcing structure for bending and propulsion in a propulsion method according to the first aspect of the present invention, which comprises: The reinforcing member is brought into contact with the inner peripheral surface at the back end of the receiving port to which the insertion tip comes into contact. According to the present invention, the reinforcing member is brought into contact with the back end of the receiving port that receives an excessive pressing force, and the pressing force is also supported by the reinforcing material. The propulsion method can be continued similarly to the straight section.
【0006】請求項2の推進工法における屈曲推進時の
管補強構造は、上記推進工法における屈曲推進時の管補
強構造において、挿口内面に径方向支持材を介挿したも
のである。この発明によれば、挿口が変形して受口奥端
を越えて管内へ入り込んでしまうのが防止できる。According to a second aspect of the present invention, there is provided a pipe reinforcing structure at the time of bending and propulsion according to the above-mentioned propulsion method, wherein a radial support member is inserted into an inner surface of the insertion opening in the pipe reinforcing structure at the time of bending and propulsion according to the above-mentioned propulsion method. ADVANTAGE OF THE INVENTION According to this invention, it can prevent that an insertion hole deform | transforms and enters into a pipe | tube over a receiving port back end.
【0007】[0007]
【発明の実施の形態】次に、この発明の推進工法におけ
る屈曲推進時の管補強構造の実施の形態について説明す
る。 実施の形態1 図1は、この発明の実施の形態1の推進工法における屈
曲推進時の管補強構造の要部断面図、図2は図1のX−
X線断面図である。Next, an embodiment of a pipe reinforcing structure at the time of bending propulsion in the propulsion method of the present invention will be described. Embodiment 1 FIG. 1 is a cross-sectional view of a main part of a pipe reinforcing structure during bending propulsion in a propulsion method according to Embodiment 1 of the present invention, and FIG.
It is an X-ray sectional view.
【0008】なお、従来例と同じ部分は同一符号を付す
ことにより詳細な説明は省略する。図1において、8は
補強材を示し、図2に示すように推進管4の内面円周に
沿った円弧片とされ、図1に示したように受口奥端5a
の縁に沿って円周方向に当接される。9は、支持柱を示
し、補強材8を受口奥端に圧接させるよう中間部に伸縮
装置9aが設けられている。この伸縮装置9aは、例え
ば上下で逆方向の雌ネジ孔を同一軸に形成したターンバ
ックル9aに支持柱9の雄ねじ部9b、9cを螺合し、
ターンバックル9aの回転によって支持柱の伸縮がされ
るもの等が用いられる。The same parts as in the conventional example are denoted by the same reference numerals, and a detailed description thereof will be omitted. In FIG. 1, reference numeral 8 denotes a reinforcing material, which is formed as an arc piece along the inner circumference of the propulsion pipe 4 as shown in FIG. 2, and as shown in FIG.
Are abutted in the circumferential direction along the edge of. Reference numeral 9 denotes a support column, and an extension device 9a is provided at an intermediate portion so as to press the reinforcing member 8 against the back end of the receptacle. The expansion and contraction device 9a is, for example, screwing the male screw portions 9b and 9c of the support pillar 9 into a turnbuckle 9a having upper and lower female screw holes formed on the same axis,
A support pillar that expands and contracts by rotation of the turnbuckle 9a is used.
【0009】これら補強材8および支持柱9は鋼鉄製あ
るいは鋳鋼製とされる。上記の構造によれば、支持柱9
を伸長させて補強材8を受口奥端5aの円周に沿って管
1内面に圧接すると、推進管4が管路の湾曲部に差し掛
かって挿口6先端と受口5奥端との当接部が図3に示す
ように変位しても、受口奥端5aは内面から補強材8で
支持され、あるいは挿口先端6aが補強材8に当接し、
これによって軸方向力が受け止められるので、受口奥端
5aと補強材8に推進力が分散される。The reinforcing members 8 and the supporting columns 9 are made of steel or cast steel. According to the above structure, the support column 9
When the reinforcing member 8 is pressed against the inner surface of the pipe 1 along the circumference of the receiving end 5a, the propulsion pipe 4 reaches the curved portion of the pipe, and the propulsion pipe 4 reaches the end of the insertion port 6 and the receiving end 5 at the back end. Even if the contact portion is displaced as shown in FIG. 3, the inner end 5a of the socket is supported by the reinforcing member 8 from the inner surface, or the front end 6a of the insertion port contacts the reinforcing member 8,
As a result, the axial force is received, so that the propulsion force is distributed to the receiving end 5a and the reinforcing member 8.
【0010】この結果、管壁角部1aのせん断破壊が防
止され、湾曲部であっても無理なく管を推進させていく
ことができる。 実施の形態2 図4は実施の形態2の要部断面図を示す。なお、図1〜
2と同一符号は同図に図示した部材と同一または相当す
る部材を示す。[0010] As a result, the shear fracture of the tube wall corner 1a is prevented, and the pipe can be propelled without difficulty even in a curved portion. Second Embodiment FIG. 4 is a sectional view of a main part of a second embodiment. In addition, FIG.
2 denote the same or corresponding members as those shown in FIG.
【0011】図4において、8aは係合縁を示し、補強
材8の内周に沿って挿口方向に延出され、補強材8と一
体形成されている。この実施の形態2の補強構造によれ
ば、管路湾曲部に差し掛かったとき、挿口6が内方へ変
位しようとしても係合縁8aに係合した後はそれ以上の
変位が防止されるので、継手毎の屈曲角が平均化され特
定の継手のみが大きく屈曲してしまうのが防止される。 実施の形態3 図5は実施の形態3の要部断面図を示す。In FIG. 4, reference numeral 8a denotes an engaging edge, which extends in the insertion direction along the inner periphery of the reinforcing member 8 and is formed integrally with the reinforcing member 8. According to the reinforcing structure of the second embodiment, even when the insertion opening 6 attempts to be displaced inward when approaching the pipe curved portion, further displacement is prevented after engaging with the engagement edge 8a. Therefore, the bending angle of each joint is averaged, and it is possible to prevent only a specific joint from being largely bent. Third Embodiment FIG. 5 is a sectional view of a main part of a third embodiment.
【0012】図5において、補強材8は、ボルト10に
よって受口奥端5aに沿って管1内面に固定されてい
る。なお、ボルト10は受口奥端5aの奥側に穿設した
雌ネジ孔11に螺合されて取り付けられる。この実施の
形態3によれば、補強材8の固定に支持柱9が不要とな
るため、管内作業の邪魔にならない。また、必要箇所を
選択して取り付けることが可能となる。In FIG. 5, the reinforcing member 8 is fixed to the inner surface of the pipe 1 along the receiving end 5a by a bolt 10. The bolt 10 is screwed into and attached to a female screw hole 11 drilled on the back side of the receiving end 5a. According to the third embodiment, since the support pillar 9 is not required for fixing the reinforcing member 8, it does not hinder the work in the pipe. In addition, it is possible to select and attach necessary parts.
【0013】上記補強材8として実施の形態2で示した
ような係合片8aを有するものを使用することもでき
る。 実施の形態4 図6は実施の形態4の管補強構造を示す。図6において
12は径方向支持材を示し、挿口6の開口端に内面から
径方向に支えるようにして設けられる。The reinforcing member 8 having the engaging piece 8a as shown in the second embodiment can also be used. Fourth Embodiment FIG. 6 shows a pipe reinforcing structure according to a fourth embodiment. In FIG. 6, reference numeral 12 denotes a radial support member, which is provided at the open end of the insertion opening 6 so as to support the inner surface in the radial direction.
【0014】径方向支持材12は挿口6内面に接する円
弧材12aと径方向に支持する柱部材12bとからな
り、柱部材12bには、先に示した伸縮装置9aと同様
な伸縮装置(図示省略)が設けられている。この実施の
形態4によれば、挿口6の縮径方向の変形が径方向支持
材12で防止されるので、仮に挿口端面6aが破断する
ような事故があっても縮径して受口奥端5aを越えて内
方へ侵入していくのが防止される。The radial support member 12 is composed of an arc member 12a in contact with the inner surface of the insertion opening 6 and a column member 12b supported in the radial direction. The column member 12b has a telescopic device (the same as the telescopic device 9a described above). (Not shown). According to the fourth embodiment, deformation of the insertion port 6 in the diameter reducing direction is prevented by the radial support member 12, so that even if an accident that the insertion end face 6a is broken occurs, the diameter of the insertion port 6 is reduced. It is prevented from intruding inward beyond the back end 5a.
【0015】また、受口奥端5a側の補強材8の図示例
としてボルト10で止着するものを示したが、図1に示
したような支持柱9で支持するものを適用することもで
きる。Further, although the illustrated example of the reinforcing member 8 on the side of the receiving end 5a is fixed by bolts 10, the reinforcing member 8 supported by the supporting column 9 as shown in FIG. 1 may be applied. it can.
【0016】[0016]
【発明の効果】以上説明したように、この発明の推進工
法における屈曲推進時の管補強構造によれば、推進工法
により管を推進していく場合、管路の湾曲部で挿口端面
と受口奥端とが一個所で接触し推進力が集中してしまう
ことがあっても、管の破断が防止され、安全に管を推進
させて行くことができる。As described above, according to the pipe reinforcing structure at the time of bending and propulsion in the propulsion method of the present invention, when the pipe is propelled by the propulsion method, the bent end portion of the pipe is connected to the insertion end face. Even when the propulsion force concentrates due to contact with the back end at one location, the breakage of the pipe is prevented, and the pipe can be propelled safely.
【図1】この発明の実施の形態1の要部断面図である。FIG. 1 is a sectional view of a main part of a first embodiment of the present invention.
【図2】図1のX−X線断面図である。FIG. 2 is a sectional view taken along line XX of FIG.
【図3】この発明の実施の形態2の要部断面図である。FIG. 3 is a sectional view of a main part of a second embodiment of the present invention.
【図4】この発明の実施の形態3の要部断面図である。FIG. 4 is a sectional view of a main part of a third embodiment of the present invention.
【図5】この発明の実施の形態4の要部断面図である。FIG. 5 is a sectional view of a main part of a fourth embodiment of the present invention.
【図6】この発明の実施の形態5の要部断面図である。FIG. 6 is a sectional view of a main part of a fifth embodiment of the present invention.
【図7】従来例の要部断面図である。FIG. 7 is a sectional view of a main part of a conventional example.
【図8】同じく従来例の要部断面図である。FIG. 8 is a sectional view of a main part of a conventional example.
1 管 2 モルタル層 3 外装鋼管 4 推進管 5 受口 5a 受口奥端 6 挿口 6a 挿口先端 7 シール用ゴム輪 8 補強材 8a 係合縁 9 支持柱 9a 伸縮装置 10 ボルト 11 雌ネジ孔 12 径方向支持材 12a 円弧材 12b 柱部材 DESCRIPTION OF SYMBOLS 1 Pipe 2 Mortar layer 3 Exterior steel pipe 4 Propulsion pipe 5 Reception port 5a Reception port back end 6 Insertion port 6a Insertion tip end 7 Sealing rubber ring 8 Reinforcement material 8a Engagement edge 9 Support column 9a Telescopic device 10 Bolt 11 Female screw hole 12 Radial support material 12a Arc material 12b Column member
Claims (2)
ていく管の推進工法において、挿口先端が当接される受
口奥端の内周面に補強材を当接したことを特徴とする推
進工法における屈曲推進時の管補強構造。Claims: 1. In a pipe propulsion method in which an insertion end is pressed against an inner end of a receiving port, a reinforcing material is abutted on an inner peripheral surface of an inner end of the receiving port to which the inserting end is abutted. A pipe reinforcement structure for bending propulsion in the propulsion method.
管補強構造において、挿口内面に径方向支持材を介挿し
た推進工法における屈曲推進時の管補強構造。2. The pipe reinforcement structure for bending propulsion in the propulsion method according to claim 1, wherein a radial support member is inserted into an inner surface of the insertion hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11227007A JP2001049988A (en) | 1999-08-11 | 1999-08-11 | Pipe reinforcement structure for bending propulsion in propulsion method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11227007A JP2001049988A (en) | 1999-08-11 | 1999-08-11 | Pipe reinforcement structure for bending propulsion in propulsion method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2001049988A true JP2001049988A (en) | 2001-02-20 |
Family
ID=16854059
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11227007A Withdrawn JP2001049988A (en) | 1999-08-11 | 1999-08-11 | Pipe reinforcement structure for bending propulsion in propulsion method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2001049988A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100487881B1 (en) * | 2001-12-12 | 2005-05-03 | 동도기공 주식회사 | Lining system of revival pipe |
| CN115388241A (en) * | 2022-08-17 | 2022-11-25 | 中水电四局南方(珠海)工程有限公司 | A pipe-drawing anti-swing device and a horizontal directional drilling construction method with it |
-
1999
- 1999-08-11 JP JP11227007A patent/JP2001049988A/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100487881B1 (en) * | 2001-12-12 | 2005-05-03 | 동도기공 주식회사 | Lining system of revival pipe |
| CN115388241A (en) * | 2022-08-17 | 2022-11-25 | 中水电四局南方(珠海)工程有限公司 | A pipe-drawing anti-swing device and a horizontal directional drilling construction method with it |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A761 | Written withdrawal of application |
Free format text: JAPANESE INTERMEDIATE CODE: A761 Effective date: 20041126 |