JPH0630298U - Fume pipe joint structure for propulsion - Google Patents
Fume pipe joint structure for propulsionInfo
- Publication number
- JPH0630298U JPH0630298U JP9084492U JP9084492U JPH0630298U JP H0630298 U JPH0630298 U JP H0630298U JP 9084492 U JP9084492 U JP 9084492U JP 9084492 U JP9084492 U JP 9084492U JP H0630298 U JPH0630298 U JP H0630298U
- Authority
- JP
- Japan
- Prior art keywords
- collar
- sealing material
- water
- pipe
- exposed
- 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.)
- Granted
Links
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
- Joints With Sleeves (AREA)
Abstract
(57)【要約】
【目的】 水膨張性物質から成るシール材の膨張を迅速
かつ確実にして漏水を確実に防止できるようにした。
【構成】 コンクリート管1の一方管端部11の外周に
は、内周面に水膨張性物質で成形されたシール材4とア
ンカー筋2とを固着したカラー3を埋め込み、コンクリ
ート管1の他方管端部12の外周には複数の凹溝14を
有する接合部13を設け、この凹溝14と前記カラー3
の内周面との間に止水用ゴム輪7を装着して成り、前記
シール材4のカラー3との接着面5の一部に、該シール
材4の素地が露出した露出部41を設けた。
(57) [Summary] [Purpose] A sealing material made of a water-swellable substance is swiftly and surely expanded to prevent water leakage. [Structure] On the outer circumference of one end 11 of the concrete pipe 1, a collar 3 having a sealing material 4 formed of a water-expandable substance and an anchor streak 2 fixed to the inner peripheral surface is embedded, and the other end of the concrete pipe 1 is embedded. A joint portion 13 having a plurality of concave grooves 14 is provided on the outer periphery of the pipe end portion 12, and the concave grooves 14 and the collar 3 are provided.
A rubber ring 7 for waterproofing is mounted between the inner peripheral surface of the sealing material 4 and the collar 3 of the sealing material 4, and an exposed portion 41 where the base material of the sealing material 4 is exposed is formed on a part of the bonding surface 5 of the sealing material 4. Provided.
Description
【0001】[0001]
本考案は推進用ヒューム管の継手構造に関するもので、更に詳しくはシール材 の膨張を確実にして止水効果を確実にする推進用ヒューム管の継手構造に関する ものである。 The present invention relates to a joint structure for a propulsion fume pipe, and more particularly to a joint structure for a propulsion fume pipe that ensures expansion of a sealing material and a water blocking effect.
【0002】[0002]
従来の推進用ヒューム管の継手構造は、コンクリート管の接続端部に鋼板カラ ーを一体に形成するに際して、鋼板カラーの埋め込み側に鋼棒と水膨張性物質材 を設けたものがある(例えば実公昭61−615号公報参照)。 In the conventional joint structure for propulsion fume pipes, there is one in which a steel rod and a water-expandable substance material are provided on the embedded side of a steel plate collar when a steel plate color is integrally formed at the connection end of a concrete pipe (for example, See Japanese Utility Model Publication No. 61-615).
【0003】[0003]
しかし、前記従来の技術の継手構造では、輸送中の振動、推進作業中における 方向修正作業、地盤沈下等により鋼板カラーとコンクリートとの接合部分が剥離 し、その結果接合箇所から漏水が生ずるという問題点がある。 However, in the conventional joint structure, the joint between the steel plate collar and concrete peels off due to vibration during transportation, direction correction work during propulsion work, ground subsidence, etc., resulting in water leakage from the joint. There is a point.
【0004】 また、水膨張性物質材は、鋼板カラーの内周面に接着剤で接着されているため に水膨張性物質材が鋼板カラーから剥離したときは、鋼板カラーとコンクリート の接合部分から侵入してきた水は、接着剤によってはじかれて水膨張性物質材を 膨張させないために水膨張性物質材の機能が発揮されず、その結果、漏水を防止 できないという問題点がある。Further, since the water-swellable substance material is adhered to the inner peripheral surface of the steel plate collar with an adhesive, when the water-swellable substance material is peeled from the steel plate collar, the water-swellable substance material is removed from the joint between the steel plate collar and the concrete. The invading water is repelled by the adhesive and does not expand the water-swellable substance material, so that the function of the water-swellable substance material is not exerted, and as a result, there is a problem that water leakage cannot be prevented.
【0005】 そこで、本考案は、水膨張性物質から成るシール材の膨張を迅速かつ確実にし て漏水を確実に防止できるようにした推進用ヒューム管の継手構造の提供を目的 としている。Therefore, an object of the present invention is to provide a joint structure for a propulsion fume pipe in which the sealing material made of a water-expandable substance can be swiftly and surely expanded to prevent water leakage.
【0006】[0006]
上記目的を達成するため、本考案の推進用ヒューム管の継手構造は、コンクリ ート管の一方管端部の外周には、内周面に水膨張性物質で成形されたシール材と アンカー筋とを取り付けたカラーを埋め込み、コンクリート管の他方管端部の外 周には複数の凹溝を有する接合部を設け、この凹溝と前記カラーの内周面との間 に止水用ゴム輪を装着して成り、前記シール材のカラーへの取付面の一部に、該 シール材の素地が露出した露出部を設けたことを特徴とする。 In order to achieve the above-mentioned object, the joint structure of the propulsion fume pipe of the present invention is such that the outer peripheral surface of one end of the concrete pipe has a seal material and an anchor bar formed of a water-expandable material on the inner peripheral surface. And the collar with the attached pipes are embedded, and a joint with a plurality of grooves is provided on the outer circumference of the other end of the concrete pipe, and a rubber ring for waterproofing is provided between the grooves and the inner peripheral surface of the collar. It is characterized in that an exposed portion where the base material of the sealing material is exposed is provided on a part of the mounting surface of the sealing material to the collar.
【0007】[0007]
図4,図8,図10に示したようにカラーとコンクリート管との接合部分が剥 離して、漏水の原因となる水Aが侵入した場合、水Aはカラーとシール材との剥 離部分を通ってシール材の露出部に到達する。そこで、水Aは該露出部から直ち に吸収され、水膨張性物質のシール材は即時に膨張して盛り上がり、カラー内周 に密着して止水される。 As shown in Fig. 4, Fig. 8 and Fig. 10, when the joint between the collar and the concrete pipe separates and the water A that causes water leakage enters, the water A will separate from the collar and the sealing material. To reach the exposed portion of the sealing material. Thereupon, the water A is immediately absorbed from the exposed portion, and the sealing material made of a water-swelling material immediately expands and rises, and adheres to the inner circumference of the collar to stop water.
【0008】[0008]
実施例について図面を参照して説明する。図1、図2に示したように、例えば 遠心成型により、コンクリート管1の一方管端部11の外周にカラー3を一体に 固定するに際して、前記カラー3の内周31にはリング状のアンカー筋2が溶接 されている。 また、このカラー3の内周31にはシール材4が接着剤5により接着されてい る。 Examples will be described with reference to the drawings. As shown in FIGS. 1 and 2, when the collar 3 is integrally fixed to the outer periphery of the one end 11 of the concrete pipe 1 by centrifugal molding, for example, a ring-shaped anchor is provided on the inner periphery 31 of the collar 3. Muscle 2 is welded. A sealing material 4 is adhered to the inner circumference 31 of the collar 3 with an adhesive 5.
【0009】 このシール材4は例えば水を含んだ場合に膨張する高吸水性ポリマー粒子を含 むゴム系の水膨張性物質により予め所定の形状・大きさに成形されてある。そし て、製管中にカラー3から剥離しないように、その両端部が接着剤5でカラー3 に接着され、中央部は素地が露出した露出部41とされている。この露出部41 は図3に示したように複数個所設けてもよい。 なお、アンカー筋2は、前記シール材4の左右いずれに配設してもよい。The sealing material 4 is preliminarily molded in a predetermined shape and size from a rubber-based water-swellable substance containing superabsorbent polymer particles that expand when containing water. Then, both ends of the collar 3 are adhered to the collar 3 with an adhesive 5 so as not to be peeled off from the collar 3 during pipe making, and a central portion is an exposed portion 41 where the base material is exposed. A plurality of exposed portions 41 may be provided as shown in FIG. Note that the anchor streak 2 may be arranged on either side of the sealing material 4.
【0010】 前記露出部41は水との接触面積を広くし、かつ保水性を良くするために、凹 状又は凹凸状に形成してもよい。例えば、図5は凹状の露出部41を一個所設け たものであり、図6は該露出部41を複数個所設けたものである。The exposed portion 41 may be formed in a concave shape or an uneven shape in order to increase a contact area with water and improve water retention. For example, FIG. 5 shows that one concave exposed portion 41 is provided, and FIG. 6 shows that the multiple exposed portions 41 are provided.
【0011】 また、図11は表面をギザ面とした凹凸状の露出部41を示し、図12は表面 を波形面とした凹凸状の露出部41を示している。Further, FIG. 11 shows an uneven exposed portion 41 having a serrated surface, and FIG. 12 shows an uneven exposed portion 41 having a corrugated surface.
【0012】 また、図7のように、シール材4をコンクリート管1の周方向に沿って分割4 a,4aし、底面に接着した接着テープ6で一定間隙42を設けて配置し、この 間隙42の内面を露出部41に形成してもよい。Further, as shown in FIG. 7, the sealing material 4 is divided into 4a and 4a along the circumferential direction of the concrete pipe 1, and a fixed gap 42 is provided with an adhesive tape 6 adhered to the bottom surface. The inner surface of 42 may be formed in the exposed portion 41.
【0013】 さらに、ヒューム管1にカラー3を一体に固定する際に、シール材4が移動せ ずに所定位置に配置されるように、カラー3にアンカー筋2とこのアンカー筋2 とは別に鋼棒8を溶接した後に、この鋼棒8を囲む態様でシール材4の露出部4 1を配置してカラー3の内周31に接着して形成してもよいものである(図9) 。Further, when the collar 3 is integrally fixed to the fume tube 1, the anchor bar 2 and the anchor bar 2 are separately provided in the collar 3 so that the seal member 4 is not moved and is arranged at a predetermined position. After the steel rod 8 is welded, the exposed portion 41 of the sealing material 4 may be arranged so as to surround the steel rod 8 and adhered to the inner circumference 31 of the collar 3 (FIG. 9). .
【0014】 他方、コンクリート管1の他方管端部12の外周には、カラー3の内径よりも 小さい外径の接合部13を形成し、この接合部13には、推進作業中における方 向修正や地盤沈下等によって発生する曲げ応力を吸収できるように管路全体に柔 軟性を持たせ、かつ接合部13とカラー3とのクリアランスを均等に保ち、より 完全な止水効果を発揮させることができるようにするために、複数の凹溝14を 設け、この凹溝14とカラー3との間にゴム輪7が装着されている。On the other hand, a joint portion 13 having an outer diameter smaller than the inner diameter of the collar 3 is formed on the outer circumference of the other pipe end portion 12 of the concrete pipe 1, and the joint portion 13 has a direction correction during propulsion work. It is possible to make the entire pipeline flexible so that it can absorb the bending stress generated by the ground subsidence, etc., and to maintain the clearance between the joint 13 and the collar 3 evenly to achieve a more complete waterproofing effect. In order to enable this, a plurality of grooves 14 are provided, and the rubber ring 7 is mounted between the grooves 14 and the collar 3.
【0015】 また、前記ゴム輪7は中実又は中空のものでもよく、複数のゴム輪7を使用す る場合は、配置位置によって硬度の違うものを使用してもよい。The rubber ring 7 may be solid or hollow, and when a plurality of rubber rings 7 are used, those having different hardness depending on the arrangement position may be used.
【0016】 なお、コンクリート管1の一方管端部11にカラー3を固定するに際し、遠心 成型により成型すれば、加工作業が減少かつ簡略化され、製品のコストを低減さ せることができる。If the collar 3 is fixed to the one end 11 of the concrete pipe 1 by centrifugal molding, processing work can be reduced and simplified, and the product cost can be reduced.
【0017】[0017]
本考案は、上述のとおり構成されているので、次に記載する効果を奏する。 カラーとコンクリート管との接合部分が剥離して、漏水の原因となる水が侵入 した場合、水はカラーとシール材との剥離部分を通ってシール材の露出部に到達 し、該露出部から直ちに吸収されるため、水膨張性物質のシール材は即時に膨張 して盛り上がり、カラー内周に密着して確実に止水される。 Since the present invention is configured as described above, it has the following effects. If the joint between the collar and the concrete pipe peels off and water that causes water leakage enters, the water will reach the exposed part of the sealant through the separated part between the collar and the sealant, and from that exposed part. Since it is immediately absorbed, the sealant, which is a water-swellable substance, immediately expands and rises, and adheres to the inner circumference of the collar to ensure water stoppage.
【0018】 また、他方管端部の接続部には、止水用ゴム輪が複数個配置されているため、 推進作業中における方向修正や地盤沈下等によって発生する曲げ応力を吸収でき るように管路全体に柔軟性が付与され、かつ接合部とカラーとのクリアランスが 均等に保たれ、完全な止水効果を発揮する。Further, since a plurality of water-stop rubber rings are arranged at the connection portion of the other pipe end portion, it is possible to absorb the bending stress generated by the direction correction and ground subsidence during the propulsion work. Flexibility is given to the entire pipe line, and the clearance between the joint and the collar is maintained evenly, achieving a complete waterproofing effect.
【図1】本考案の一実施例を示す断面図である。FIG. 1 is a sectional view showing an embodiment of the present invention.
【図2】図1におけるシール材部分の拡大断面図であ
る。FIG. 2 is an enlarged sectional view of a sealing material portion in FIG.
【図3】同、他の実施例を示す拡大断面図である。FIG. 3 is an enlarged cross-sectional view showing another embodiment of the present invention.
【図4】図2における剥離状態を示す断面図である。FIG. 4 is a cross-sectional view showing a peeled state in FIG.
【図5】凹状の露出部を設けたシール材部分の断面図で
ある。FIG. 5 is a cross-sectional view of a sealing material portion provided with a concave exposed portion.
【図6】同、他の実施例を示す断面図である。FIG. 6 is a sectional view showing another embodiment of the same.
【図7】分割したシール材で露出部を形成した場合の断
面図である。FIG. 7 is a cross-sectional view of a case where an exposed portion is formed with divided sealing materials.
【図8】図5における剥離状態を示す断面図である。FIG. 8 is a cross-sectional view showing a peeled state in FIG.
【図9】鋼棒位置にシール材の露出部を形成した場合の
断面図である。FIG. 9 is a cross-sectional view when an exposed portion of a sealing material is formed at a steel rod position.
【図10】図7における剥離状態を示す断面図である。10 is a cross-sectional view showing a peeled state in FIG.
【図11】凹凸状の露出部を設けたシール材部分の断面
図である。FIG. 11 is a cross-sectional view of a sealing material portion provided with an uneven exposed portion.
【図12】同、他の実施例を示す断面図である。FIG. 12 is a sectional view showing another embodiment of the same.
1 コンクリート管 2 アンカー筋 3 カラー 4 シール材 41 露出部 5 接着剤 7 止水用ゴム輪 11 一方管端部 12 他方管端部 13 接合部 14 凹溝 DESCRIPTION OF SYMBOLS 1 Concrete pipe 2 Anchor streak 3 Color 4 Sealing material 41 Exposed part 5 Adhesive 7 Rubber ring for waterproofing 11 One pipe end 12 The other pipe end 13 Joining part 14 Recessed groove
Claims (1)
は、内周面に水膨張性物質で成形されたシール材とアン
カー筋とを取り付けたカラーを埋め込み、コンクリート
管の他方管端部の外周には複数の凹溝を有する接合部を
設け、この凹溝と前記カラーの内周面との間に止水用ゴ
ム輪を装着して成り、前記シール材のカラーへの取付面
の一部に、該シール材の素地が露出した露出部を設けた
ことを特徴とする推進用ヒューム管の継手構造。1. A collar having a seal material formed of a water-expandable substance and an anchor bar attached to the inner peripheral surface is embedded on the outer periphery of one end of the concrete pipe, and the other pipe end of the concrete pipe is embedded. A joint portion having a plurality of recessed grooves is provided on the outer periphery, and a water-stop rubber ring is mounted between the recessed grooves and the inner peripheral surface of the collar, and one of the mounting surfaces of the seal material to the collar is formed. A joint structure for a propulsion fume pipe, characterized in that an exposed portion where the base material of the sealing material is exposed is provided in the portion.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1992090844U JPH0647997Y2 (en) | 1992-12-11 | 1992-12-11 | Fume pipe joint structure for propulsion |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1992090844U JPH0647997Y2 (en) | 1992-12-11 | 1992-12-11 | Fume pipe joint structure for propulsion |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0630298U true JPH0630298U (en) | 1994-04-19 |
JPH0647997Y2 JPH0647997Y2 (en) | 1994-12-07 |
Family
ID=14009901
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1992090844U Expired - Lifetime JPH0647997Y2 (en) | 1992-12-11 | 1992-12-11 | Fume pipe joint structure for propulsion |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0647997Y2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101050756B1 (en) * | 2008-12-19 | 2011-07-20 | 서경석 | Semi-shielded excavation device and tunnel excavation method using composite heavy pipe |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS55132486U (en) * | 1979-03-12 | 1980-09-19 | ||
JPS61615U (en) * | 1984-05-31 | 1986-01-06 | パイオニア株式会社 | Electrical equipment power circuit |
-
1992
- 1992-12-11 JP JP1992090844U patent/JPH0647997Y2/en not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS55132486U (en) * | 1979-03-12 | 1980-09-19 | ||
JPS61615U (en) * | 1984-05-31 | 1986-01-06 | パイオニア株式会社 | Electrical equipment power circuit |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101050756B1 (en) * | 2008-12-19 | 2011-07-20 | 서경석 | Semi-shielded excavation device and tunnel excavation method using composite heavy pipe |
Also Published As
Publication number | Publication date |
---|---|
JPH0647997Y2 (en) | 1994-12-07 |
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