JP3449885B2 - Pipe for installation of impermeable wall of propulsion gutter pipe - Google Patents

Pipe for installation of impermeable wall of propulsion gutter pipe

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Publication number
JP3449885B2
JP3449885B2 JP11853197A JP11853197A JP3449885B2 JP 3449885 B2 JP3449885 B2 JP 3449885B2 JP 11853197 A JP11853197 A JP 11853197A JP 11853197 A JP11853197 A JP 11853197A JP 3449885 B2 JP3449885 B2 JP 3449885B2
Authority
JP
Japan
Prior art keywords
pipe
rear end
propulsion
gutter
cover plate
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
JP11853197A
Other languages
Japanese (ja)
Other versions
JPH10306426A (en
Inventor
範行 荒川
正蔵 岸
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kubota Corp
Original Assignee
Kubota Corp
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 by Kubota Corp filed Critical Kubota Corp
Priority to JP11853197A priority Critical patent/JP3449885B2/en
Publication of JPH10306426A publication Critical patent/JPH10306426A/en
Application granted granted Critical
Publication of JP3449885B2 publication Critical patent/JP3449885B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)
  • Revetment (AREA)

Description

【発明の詳細な説明】 【0001】 【発明の属する技術分野】この発明は、堤防等に埋設さ
れる樋管の周囲の水みち遮断用遮水壁を容易に取り付け
ることのできる新規な推進樋管の遮水壁取り付け用管に
関する。 【0002】 【従来の技術】河川の堤防には、増水時の溢水や堤防の
決壊を防止するため、増水を別の河川や排水処理場へ排
水する樋管を堤防の基礎部に設ける場合がある。 【0003】この樋管を埋設する方法として図10に示
すように堤防1の基部に発進立坑1Aを設け、ここから
ジャッキ1Bで樋管2を順次接合しつつ推進させて貫通
させる推進工法が知られている。 【0004】この推進工法は、堤防1を開削しないので
堤防の強度に与える影響が少なく、また堤防上面が道路
となっている場合でも工事が交通の障害にならず、さら
には工事期間が短く経費も安いなど種々の利点を有し、
多用されるに至っている。 【0005】 【発明が解決しようとする課題】しかしながら、堤防1
に樋管2を貫通した場合、図11に示すように樋管2に
沿って水みちWが出来易く、増水時に河川の水が浸透す
る恐れがある。 【0006】従って、樋管2を設けた場合、その中間部
に鍔状の遮水壁3を設ける必要がある。ところが、遮水
壁3は樋管2の外部に設けられるので、設置に際しては
結局堤防1を点線で示すように掘削する必要があり、そ
の間の堤防上の交通が阻害され工事も大がかりとなる問
題があった。 【0007】この発明は、上記問題点を解消することを
目的としてなされたものであり、堤防に樋管を設けるに
際し、地表からの開削や掘削を全くすることなく樋管に
遮水壁を容易に取り付けることができる推進樋管の遮水
壁取り付け用管を提供することを目的としてなされたも
のである。 【0008】 【課題を解決するための手段】この発明の推進樋管の遮
水壁取り付け用管は、前端管、後端管、これら前後端管
を軸方向間隔を開けて接続する接続内管と、前記前後端
管の軸方向隙間に管内面から管外面方向に向けて介挿さ
れ、接続部の外面凹凸を無くすカバー板とからなり、前
記前端管は、推進方向前端がそれより前方に位置する他
の推進管後端に対する継手とされ、同後端内面が前記接
続内管外面を解脱自在に受容する受口とされ、さらにこ
の受口後端内面に前記カバー板固定用段部が設けられ、
前記後端管は、推進方向前端内面に前記接続内管の外面
に沿う内周突起と該内周突起の後端側に着脱自在に設け
られた係止部材よりなる接続内管固定部と、該接続内管
固定部より後端側に接続内管を軸方向にスライドさせて
受容する内径拡径部を有し、推進方向前端面には、前記
カバー板固定用段部が設けられ、推進方向後端にはそれ
より後方に位置する他の推進管前端に対する継手とさ
れ、前記接続内管は、前記前端管後端の受口と後端管内
面の接続内管固定部とで着脱自在に固定可能とされ、か
つ推進圧力に堪え得る強度とされ、前記カバー板は、前
記前後端管の外面と面一となる外面凸部と、前後端管の
固定用段部に係合する接合段部を有した短冊状板とさ
れ、前記前後端管の周方向に全周にわたって隣接させて
前記係合段部で管内面から着脱自在に固定可能とされて
なることを特徴とするものである。 【0009】 【発明の実施の形態】次にこの発明の実施の形態を説明
する。図1はこの発明の実施の一形態を示す断面図であ
る。 【0010】この発明の推進樋管の遮水壁取り付け用管
4は、前端管5、後端管6、これら前後端管を軸方向間
隔を開けて接続する接続内管7と、前記前後端管5、6
の軸方向隙間に管内面から管外面方向に向けて介挿さ
れ、接続部の外面凹凸を無くすカバー板8とから構成さ
れている。 【0011】上記において、前端管5は、図2にも拡大
して示すように推進方向前端がそれより前方に位置する
他の推進管10の後端10Bに対する継手、具体的には
挿口5Aとされ、同後端内面が前記接続内管7外面を解
脱自在に受容する受口5Bとされ、さらにこの受口後端
5C内面に前記カバー板8固定用段部5Dが設けられて
いる。 【0012】後端管6は、図3にも拡大して示すように
推進方向前端内面に前記接続内管7の外面に沿う内周突
起6Aとこの内周突起6Aの後端側に設けられた接続内
管固定部9と、該接続内管固定部9より後端側に接続内
管7を軸方向にスライドさせて受容する内径拡径部6B
を有し、推進方向前端面6Cには、前記カバー板8固定
用段部6Dが設けられ、推進方向後端にはそれより後方
に位置する他の推進管10の前端に対する継手、具体的
には挿口10Aを受容する受口6Eとされている。 【0013】接続内管7は、前端管5後端の受口5Bと
後端管6内面の接続内管固定部9とでロックリング1
2、12を介して着脱自在に固定可能とされ、かつ推進
圧力に堪え得る強度とされている。 【0014】カバー板8は、前後端管5、6の外面と面
一となる外面凸部8Aと、前後端管5,6の固定用段部
5D、6Dに係合する接合段部8Bを有した短冊状板と
され、前記前後端管5、6間の周方向に全周にわたって
隣接させて前記係合段部5D、6Dで管内面から着脱自
在に固定されている。なお、図中8Cは管内面方向から
ネジ嵌合される固定用ボルトを示す。 【0015】上記において、前端管5の受口5Bは図2
に示すように接続内管7外周に接する凸条部5Eとこの
凸条部5Eに設けたロックリング12の収納用周方向溝
5Fが設けられ、必要に応じ、シールゴム5G及び押し
輪5Hが配設され、受口5Bの奥端面5Jとの間に突っ
張り状態で介挿される伸縮ボルト5Kで押し輪5Hが押
圧されるようにされている。 【0016】また、後端管6にも図3に示すように内周
突起6Aの表面にロックリング12の収納用周方向溝6
Fが設けられている。後端管6の接続内管固定部9は、
後端管6内面にボルト9Aにより着脱自在とされたロッ
クリング9Bとこのロックリング9Bの側面と接続内管
7との間に突っ張り状態で介挿される伸縮ボルト9C
と、この伸縮ボルト9Cにより押圧される押し輪9D及
び押し輪9Dで接続内管7外面と内周突起6Aの立ち上
がり傾斜面6Gとの間に圧縮されるシールゴム9Eより
構成されている。 【0017】次に、この発明の推進樋管の遮水壁取り付
け用管4の使用状態を説明する。図1に示したように前
端管5と後端管6との間にカバー板8を内面からあてが
ってボルト8Cで順次周方向に固定し、次いで接続内管
7を前後端管5、6間に固定して、推進樋管の遮水壁取
り付け用管4を組み立て、図10に示したように通常の
推進樋管2に接続して順次発進立坑1Aからジャッキ1
Bで推進させていく。 【0018】そして推進工法で樋管2を貫通させた後、
図4に示すように推進樋管2周囲にグラウト剤11を注
入して硬化させる。その後図5に示すように推進樋管の
遮水壁取り付け用管4のロックリング9B、伸縮ボルト
9C、押し輪9D、シールゴム9Eをこの順に管内から
取り外し、接続内管7を推進樋管の遮水壁取り付け用管
4内でフリーの状態にし、後端管6の内径拡径部6Bへ
と軸方向に移動させる。この移動によりカバー板8が管
内に露出するので、このカバー板8を取り外す。 【0019】これにより遮水壁取り付け位置の土壌13
が管内面へ露出される。次いで、図6、図7に示すよう
に遮水壁3を挿入できる溝13Aを樋管2を中心として
放射上に掘削し、該掘削溝13Aに、図7に示すように
円盤を径方向及び周方向の多数の分割片3A…3Aに分
割してなる遮水壁3の分割片3Aを相互に接続しつつ、
管内に設置したジャッキ3Bで前記掘削溝13Aへ挿入
する。 【0020】そして、掘削溝13A内で円盤状遮水壁3
を完成させた後、図8に示すように遮水壁基部3Gと前
後端管5、6とをシール用ゴム板14を介挿してボルト
ナット15で接続して最後に接続内管7を再びもとの位
置に戻し、前記と逆にシールゴム9E、押し輪9D、伸
縮ボルト9C、ロックリング9Bの順に取り付け固定す
る。 【0021】そして、溝13Aと遮水壁3との間の空間
にグラウト15を注入し、後端管6の内径拡径部6B内
面とその他の凹部にモルタル16を盛り付け均一内面に
仕上げて完了する。 【0022】図9は完成した、略中央部に遮水壁3を有
する樋管2を示し、河川側には越流堰18が設けられ
る。 【0023】 【発明の効果】この発明は以上説明したように、堤防に
樋管を推進工法で付設する場合、遮水壁を設ける位置に
配設しておけば、樋管貫通後、接続内管を軸方向に移動
させ、カバー板を外せば管内から遮水壁用の溝を地中に
掘削することができ、堤防を外面から開削する必要がな
くなるので、堤防上面が道路である場合でも交通障害を
起こす事なく樋管付設工事を行うことができる。 【0024】そして、遮水壁は、カバー板を取り付けて
いた前後端管の段部を利用して水密にかつ強固に固定さ
れるため取り付け強度ならびに遮水性も非常に高く、樋
管に沿った水みちが出来るのを有効に防止できる効果を
有する。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a novel propulsion gutter to which a water barrier surrounding a gutter pipe buried in a dike or the like can be easily attached. The present invention relates to a pipe for mounting a water impervious wall. 2. Description of the Related Art In order to prevent flooding and rupture of a levee at the time of flooding, there is a case where a gutter pipe for draining the rising water to another river or a wastewater treatment plant is provided at a foundation portion of the levee. is there. As a method of embedding the gutter pipe, a propulsion method is known in which a starting shaft 1A is provided at the base of the embankment 1 as shown in FIG. Have been. [0004] In this propulsion method, the embankment 1 is not excavated, so that it has little effect on the strength of the embankment. Even if the upper surface of the embankment is a road, the construction does not hinder traffic, and furthermore, the construction period is short and costly. Also has various advantages such as cheap,
It has been heavily used. [0005] However, the embankment 1
When the gutter pipe 2 penetrates the water, the water path W tends to be formed along the gutter pipe 2 as shown in FIG. Therefore, when the gutter pipe 2 is provided, it is necessary to provide the flange-shaped impermeable wall 3 at an intermediate portion thereof. However, since the impermeable wall 3 is provided outside the gutter 2, it is necessary to excavate the embankment 1 as shown by the dotted line at the time of installation, and the traffic on the embankment during that time is hindered, and the construction becomes large. was there. SUMMARY OF THE INVENTION The present invention has been made in order to solve the above-mentioned problems, and when installing a gutter pipe on a dike, a water impervious wall can be easily formed on the gutter pipe without performing any excavation or excavation from the ground surface. An object of the present invention is to provide a pipe for mounting a water impervious wall of a propulsion gutter pipe that can be mounted on a pipe. According to the present invention, there is provided a pipe for attaching a water impervious wall of a propulsion gutter pipe according to the present invention, comprising a front end pipe, a rear end pipe, and a connection inner pipe for connecting these front and rear end pipes at an interval in the axial direction. And a cover plate inserted in the axial gap between the front and rear end pipes from the pipe inner surface toward the pipe outer surface to eliminate irregularities on the outer surface of the connecting portion, and the front end pipe has a propulsion direction front end forward. It is a joint to the other propulsion pipe rear end located, the rear end inner surface is a receiving port for releasably receiving the connection inner pipe outer surface, and further, the cover plate fixing step portion on the receiving port rear end inner surface. Provided,
The rear end pipe, a connection inner pipe fixing portion including an inner peripheral projection along an outer surface of the connection inner pipe on a front end inner surface in a propulsion direction and a locking member detachably provided on a rear end side of the inner peripheral projection, A rear end side of the connection inner tube fixing portion has an inner diameter enlarged portion for slidingly receiving the connection inner tube in the axial direction, and a step portion for fixing the cover plate is provided on a front end surface in the propulsion direction. The rear end in the direction is a joint to another front end of the propulsion pipe located behind it, and the connection inner pipe is detachably attached to a reception port at the rear end of the front end pipe and a connection inner pipe fixing portion on the inner surface of the rear end pipe. And the cover plate has a strength capable of withstanding the propulsion pressure, and the cover plate has an outer convex portion flush with the outer surface of the front and rear end tubes, and a joint that engages with a fixing step portion of the front and rear end tubes. It is a strip-shaped plate having a stepped portion, and the inner surface of the tube is formed at the engaging stepped portion so as to be adjacent to the front and rear end tubes in the circumferential direction over the entire circumference. And it is characterized in that formed by the al detachably fixable. Next, an embodiment of the present invention will be described. FIG. 1 is a sectional view showing an embodiment of the present invention. [0010] The pipe 4 for mounting the water impervious wall of the propulsion gutter pipe according to the present invention includes a front end pipe 5, a rear end pipe 6, a connection inner pipe 7 for connecting these front and rear end pipes at an interval in the axial direction, and the front and rear end pipes. Tubes 5, 6
And a cover plate 8 which is inserted from the inner surface of the tube toward the outer surface of the tube in the axial gap and removes irregularities on the outer surface of the connection portion. In the above description, the front end pipe 5 is a joint to the rear end 10B of another propulsion pipe 10 whose front end in the propulsion direction is located forward of the front end pipe 5 as shown in FIG. The inner surface of the rear end is a receiving port 5B for releasably receiving the outer surface of the connection inner pipe 7, and the inner surface of the receiving rear end 5C is provided with the cover plate 8 fixing step 5D. The rear end tube 6 is provided on the inner surface at the front end in the propulsion direction along the outer surface of the connection inner tube 7 and on the rear end side of the inner peripheral protrusion 6A, as also shown enlarged in FIG. Connecting inner tube fixing portion 9 and an inner diameter enlarged portion 6B which receives the connecting inner tube 7 by sliding in the axial direction to the rear end side from the connecting inner tube fixing portion 9.
And a step 6D for fixing the cover plate 8 is provided on the front end face 6C in the propulsion direction, and a joint to the front end of another propulsion pipe 10 located rearward from the rear end in the propulsion direction, specifically, Is a receiving port 6E for receiving the insertion port 10A. The connection inner pipe 7 is formed by a lock ring 1 formed by a receiving port 5B at the rear end of the front end pipe 5 and a connection inner pipe fixing portion 9 on the inner surface of the rear end pipe 6.
It can be detachably fixed via the pins 2 and 12, and has strength enough to withstand the propulsion pressure. The cover plate 8 has an outer convex portion 8A flush with the outer surfaces of the front and rear end tubes 5 and 6, and a joining step portion 8B which engages with the fixing step portions 5D and 6D of the front and rear end tubes 5 and 6. It is a strip-shaped plate, and is fixed so as to be detachable from the inner surface of the pipe by the engaging step portions 5D and 6D so as to be adjacent to each other in the circumferential direction between the front and rear end pipes 5 and 6 over the entire circumference. In the drawing, reference numeral 8C denotes a fixing bolt to be screw-fitted from the inner surface of the tube. In the above, the receiving port 5B of the front end tube 5 is shown in FIG.
As shown in the figure, a ridge 5E in contact with the outer periphery of the connection inner pipe 7 and a circumferential groove 5F for storing the lock ring 12 provided on the ridge 5E are provided, and a seal rubber 5G and a pressing ring 5H are provided as necessary. The pressing wheel 5H is pressed by a telescopic bolt 5K that is provided and is inserted in a state of being stretched between the rear end surface 5J of the receiving port 5B. As shown in FIG. 3, the rear end tube 6 has a circumferential groove 6 for accommodating the lock ring 12 on the surface of the inner peripheral projection 6A.
F is provided. The connection inner pipe fixing part 9 of the rear end pipe 6
A lock ring 9B detachably attached to the inner surface of the rear end tube 6 by a bolt 9A, and a telescopic bolt 9C inserted between the side surface of the lock ring 9B and the connection inner tube 7 in a stretched state.
And a press ring 9D pressed by the telescopic bolt 9C, and a seal rubber 9E compressed between the outer surface of the connection inner tube 7 and the rising inclined surface 6G of the inner peripheral projection 6A by the press ring 9D. Next, the use state of the pipe 4 for mounting the water impervious wall of the propulsion gutter pipe of the present invention will be described. As shown in FIG. 1, a cover plate 8 is applied between the front end tube 5 and the rear end tube 6 from the inner surface and is sequentially fixed in the circumferential direction with bolts 8C, and then the connection inner tube 7 is connected between the front and rear end tubes 5, 6. , A pipe 4 for mounting a water impervious wall of the propulsion gutter pipe is assembled, and connected to a normal propulsion gutter pipe 2 as shown in FIG.
We will promote with B. After the gutter tube 2 is penetrated by the propulsion method,
As shown in FIG. 4, a grout agent 11 is injected around the propulsion gutter tube 2 and hardened. Thereafter, as shown in FIG. 5, the lock ring 9B, the telescopic bolt 9C, the push ring 9D, and the seal rubber 9E of the pipe 4 for mounting the water barrier wall of the propulsion gutter pipe are removed from the inside of the pipe in this order. It is made free in the water wall mounting pipe 4 and is moved axially to the inner diameter enlarged portion 6B of the rear end pipe 6. By this movement, the cover plate 8 is exposed in the pipe, and the cover plate 8 is removed. As a result, the soil 13 at the mounting position of the impermeable wall is
Is exposed to the inner surface of the tube. Next, as shown in FIGS. 6 and 7, a groove 13A into which the impermeable wall 3 can be inserted is excavated radially around the gutter pipe 2, and a disk is inserted into the excavated groove 13A in the radial direction as shown in FIG. While connecting the divided pieces 3A of the impermeable wall 3 divided into a large number of divided pieces 3A in the circumferential direction 3A,
It is inserted into the excavation groove 13A with the jack 3B installed in the pipe. The disc-shaped impermeable wall 3 is formed in the excavation groove 13A.
Is completed, as shown in FIG. 8, the waterproof wall base 3G and the front and rear end pipes 5 and 6 are connected with the bolts and nuts 15 through the sealing rubber plate 14 and finally the connection inner pipe 7 is again connected. Return to the original position, and reversely attach and fix seal rubber 9E, push ring 9D, telescopic bolt 9C, and lock ring 9B in this order. Then, grout 15 is injected into the space between the groove 13A and the impermeable wall 3, and the mortar 16 is provided on the inner surface of the inner diameter enlarged portion 6B of the rear end tube 6 and other concave portions to finish the inner surface uniformly. I do. FIG. 9 shows a completed gutter pipe 2 having a water impervious wall 3 at a substantially central portion, and an overflow weir 18 is provided on the river side. As described above, according to the present invention, when a gutter pipe is attached to a dike by the propulsion method, if the gutter pipe is provided at a position where a water impervious wall is provided, the gutter pipe penetrates the connection after the gutter pipe penetrates. By moving the pipe in the axial direction and removing the cover plate, it is possible to excavate a groove for impermeable walls from the inside of the pipe under the ground, and it is not necessary to cut the dike from the outside, so even if the top of the dike is a road Construction work with gutter pipes can be carried out without causing traffic obstacles. The impermeable wall is watertight and firmly fixed by using the steps of the front and rear end pipes to which the cover plate is attached, so that the mounting strength and the imperviousness are very high, and the impervious wall extends along the gutter pipe. It has the effect of effectively preventing the formation of water channels.

【図面の簡単な説明】 【図1】この発明の一実施の形態を示す断面図である。 【図2】前端管の部分拡大断面図である。 【図3】後端管の部分拡大断面図である。 【図4】この発明の推進樋管の遮水壁取り付け用管の使
用状態説明図である。 【図5】この発明の推進樋管の遮水壁取り付け用管の使
用状態を示す拡大断面図である。 【図6】遮水壁を設置する工程の縦断面図である。 【図7】遮水壁を設置する工程の横断面である。 【図8】遮水壁との接続構造を示す要部説明断面図であ
る。 【図9】完成した樋管と遮水壁の説明図である。 【図10】従来の推進樋管の付設方法の説明断面図であ
る。 【図11】従来の推進樋管の遮水壁取付方法の説明断面
図である。 【符号の説明】 1…堤防 1A…発進立坑 1B…ジャッキ 2…樋管 3…遮水壁 3A…多数の分割片 3B…ジャッキ 4…推進樋管の遮水壁取り付け用管 5…前端管 5A…挿口(継手) 5B…受口 5C…受口後端 5D…カバー板固定用段部 5E…凸条部 5F…収納用周方向溝 5G…シールゴム 5H…押し輪 5J…受口の奥端面 5K…伸縮ボルト 6…後端管 6A…内周突起 6B…内径拡径部 6C…推進方向前端面 6D…カバー板固定用段部 6F…収納用周方向溝 6G…立ち上がり傾斜面 7…接続内管 8…カバー板 8A…外面凸部 8B…接合段部 8C…固定用ボルト 9…接続内管固定部 9A…ボルト 9B…ロックリング 9C…伸縮ボルト 9D…押し輪 9E…シールゴム 10…他の推進管 10A…挿口 10B…後端 11…グラウト剤 12…ロックリング 13…遮水壁取り付け位置の土壌 13A…遮水壁を挿入できる溝 14…シール用ゴム板 15…ボルトナット 16…グラウト 17…モルタル W…水みち
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a sectional view showing an embodiment of the present invention. FIG. 2 is a partially enlarged sectional view of a front end tube. FIG. 3 is a partially enlarged sectional view of a rear end tube. FIG. 4 is an explanatory view of a use state of a pipe for attaching a water impervious wall of a propulsion gutter pipe according to the present invention. FIG. 5 is an enlarged sectional view showing a use state of a pipe for attaching a water impervious wall to a propulsion gutter pipe according to the present invention. FIG. 6 is a longitudinal sectional view of a step of installing a water impermeable wall. FIG. 7 is a cross-sectional view of a step of installing a water impermeable wall. FIG. 8 is an explanatory cross-sectional view of a main part showing a connection structure with a water impermeable wall. FIG. 9 is an explanatory view of a completed gutter tube and impermeable walls. FIG. 10 is an explanatory sectional view of a conventional method for attaching a gutter pipe. FIG. 11 is an explanatory sectional view of a conventional method for attaching a water impervious wall to a propulsion gutter pipe. [Description of Signs] 1 ... embankment 1A ... starting shaft 1B ... jack 2 ... gutter 3 ... impermeable wall 3A ... many divided pieces 3B ... jack 4 ... pipe for mounting impermeable wall of propulsion gutter 5 ... front end pipe 5A … Slot (joint) 5B… Sink 5C… Ship rear end 5D… Cover plate fixing step 5E… Protrusion 5F… Storage circumferential groove 5G… Seal rubber 5H… Pressing ring 5J… Side end face of the mouth 5K: Telescopic bolt 6: Rear end tube 6A: Inner peripheral projection 6B: Inner diameter enlarged portion 6C: Propulsion front surface 6D: Cover plate fixing step 6F: Storage circumferential groove 6G: Rising slope 7: Connection Pipe 8 ... Cover plate 8A ... Outer convex part 8B ... Joining step 8C ... Fixing bolt 9 ... Connection inner pipe fixing part 9A ... Bolt 9B ... Lock ring 9C ... Expansion bolt 9D ... Press ring 9E ... Seal rubber 10 ... Other propulsion Pipe 10A: Insertion opening 10B: Rear end 11: Grouting agent 12: Lock ring 3 ... impervious wall can be inserted soil 13A ... impervious wall of the mounting positions grooves 14 ... sealing rubber plate 15 ... bolt nuts 16 ... grout 17 ... mortar W ... Hydraulic Pathways

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E02B 3/04 E02B 3/10 E02B 8/00 E21D 9/06 311 ──────────────────────────────────────────────────続 き Continued on the front page (58) Fields surveyed (Int. Cl. 7 , DB name) E02B 3/04 E02B 3/10 E02B 8/00 E21D 9/06 311

Claims (1)

(57)【特許請求の範囲】 【請求項1】前端管、後端管、これら前後端管を軸方向
間隔を開けて接続する接続内管と、前記前後端管の軸方
向隙間に管内面から管外面方向に向けて介挿され、接続
部の外面凹凸を無くすカバー板とからなり、 前記前端管は、推進方向前端がそれより前方に位置する
他の推進管後端に対する継手とされ、同後端内面が前記
接続内管外面を解脱自在に受容する受口とされ、さらに
この受口後端内面に前記カバー板固定用段部が設けら
れ、 前記後端管は、推進方向前端内面に前記接続内管の外面
に沿う内周突起と該内周突起の後端側に着脱自在に設け
られた係止部材よりなる接続内管固定部と、該接続内管
固定部より後端側に接続内管を軸方向にスライドさせて
受容する内径拡径部を有し、推進方向前端面には、前記
カバー板固定用段部が設けられ、推進方向後端にはそれ
より後方に位置する他の推進管前端に対する継手とさ
れ、 前記接続内管は、前記前端管後端の受口と後端管内面の
接続内管固定部とで着脱自在に固定可能とされ、かつ推
進圧力に堪え得る強度とされ、 前記カバー板は、前記前後端管の外面と面一となる外面
凸部と、前後端管の固定用段部に係合する接合段部を有
した短冊状板とされ、前記前後端管の周方向に全周にわ
たって隣接させて前記係合段部で管内面から着脱自在に
固定可能とされてなることを特徴とする推進樋管の遮水
壁取り付け用管。
(1) A front end pipe, a rear end pipe, a connection inner pipe connecting these front and rear end pipes at an interval in the axial direction, and a pipe inner surface in an axial gap between the front and rear end pipes. And a cover plate that is inserted toward the outer surface of the pipe from the outer surface of the connecting portion to eliminate irregularities on the outer surface of the connecting portion.The front end pipe is a joint to another propulsion pipe rear end whose propulsion front end is located forward of the front end pipe, The inner surface of the rear end is a receiving port for removably receiving the outer surface of the connection inner tube, and the receiving plate is further provided with a step portion for fixing the cover plate on the inner surface of the rear end. A connection inner pipe fixing portion comprising an inner peripheral projection along the outer surface of the connection inner pipe, a locking member detachably provided on a rear end side of the inner peripheral projection, and a rear end side from the connection inner pipe fixing section. The inner tube has an inner diameter enlarged portion for receiving the connection inner pipe by sliding the pipe in the axial direction. A bar plate fixing step portion is provided, and the rear end in the propulsion direction is a joint with another front end of the propulsion pipe located behind the propulsion pipe, and the connection inner pipe is provided with a socket at the rear end of the front end pipe and a rear end pipe. The cover plate is detachably fixable to the connection inner tube fixing portion of the surface, and has strength enough to withstand the propulsion pressure. The cover plate has an outer surface convex portion flush with the outer surface of the front and rear end tube, and a front and rear end. A strip-shaped plate having a joining step for engaging with the fixing step of the pipe, which can be detachably fixed from the inner surface of the pipe at the engaging step so as to be adjacent to the front and rear end pipes over the entire circumference in the circumferential direction. A pipe for attaching a water impervious wall of a propulsion gutter pipe, characterized in that:
JP11853197A 1997-05-09 1997-05-09 Pipe for installation of impermeable wall of propulsion gutter pipe Expired - Lifetime JP3449885B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11853197A JP3449885B2 (en) 1997-05-09 1997-05-09 Pipe for installation of impermeable wall of propulsion gutter pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11853197A JP3449885B2 (en) 1997-05-09 1997-05-09 Pipe for installation of impermeable wall of propulsion gutter pipe

Publications (2)

Publication Number Publication Date
JPH10306426A JPH10306426A (en) 1998-11-17
JP3449885B2 true JP3449885B2 (en) 2003-09-22

Family

ID=14738909

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11853197A Expired - Lifetime JP3449885B2 (en) 1997-05-09 1997-05-09 Pipe for installation of impermeable wall of propulsion gutter pipe

Country Status (1)

Country Link
JP (1) JP3449885B2 (en)

Also Published As

Publication number Publication date
JPH10306426A (en) 1998-11-17

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