JPH0333831Y2 - - Google Patents

Info

Publication number
JPH0333831Y2
JPH0333831Y2 JP13014783U JP13014783U JPH0333831Y2 JP H0333831 Y2 JPH0333831 Y2 JP H0333831Y2 JP 13014783 U JP13014783 U JP 13014783U JP 13014783 U JP13014783 U JP 13014783U JP H0333831 Y2 JPH0333831 Y2 JP H0333831Y2
Authority
JP
Japan
Prior art keywords
thrust
pressure receiving
propulsion
tube
view
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
Application number
JP13014783U
Other languages
Japanese (ja)
Other versions
JPS6040595U (en
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 filed Critical
Priority to JP13014783U priority Critical patent/JPS6040595U/en
Publication of JPS6040595U publication Critical patent/JPS6040595U/en
Application granted granted Critical
Publication of JPH0333831Y2 publication Critical patent/JPH0333831Y2/ja
Granted legal-status Critical Current

Links

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  • Excavating Of Shafts Or Tunnels (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)

Description

【考案の詳細な説明】 本考案は、下水道工事及びトンネル工事等の推
進工事における水平、鉛直カーブ施工事のポイン
トタツチ(点支持)や支圧面積の狭隘さによる管
の破壊等を防ぐ為、荷重分散をはかる推進管の構
造に関するものである。
[Detailed explanation of the invention] This invention is designed to prevent damage to pipes due to point touching (point support) and narrow bearing area during horizontal and vertical curve construction in promotion works such as sewer construction and tunnel construction. This relates to the structure of the propulsion tube that distributes the load.

現在都市における下水道工事等において、道路
下に下水管を布設する場合、道路の交通事情や近
接住宅地への騒音、振動対策の為、推進工法を採
用している例は数多くあり、かつ今後共多くなる
ことは確実に予想される。
Currently, when constructing sewer pipes in urban areas, there are many examples in which the propulsion method is adopted in order to prevent road traffic conditions and noise and vibration in nearby residential areas when laying sewer pipes under roads. It is certainly expected that the number will increase.

従来、推進工法は立坑と立坑を直線的に施工で
きる所に採用され、曲線部は理論上可能でも、実
際の施工上種々の問題があり、シールド工法等に
より施工されて来た。しかし、シールド工法では
最小径に限界があり、そのため設計上の管径より
大きくて過大設計となつても施工上の理由により
黙視せざるを得なかつた。しかし、低成長の中で
公共投資のゼロシーリングがいわれる現在、適切
な設計に基づく適切な施工により工事の適正化を
はかることは社会的要請といえよう。
Conventionally, the propulsion method has been adopted where shafts can be constructed in a straight line, and curved sections, although theoretically possible, have various problems in actual construction, and have been constructed using shield methods, etc. However, with the shield construction method, there is a limit to the minimum diameter, so even if the pipe diameter is larger than the designed diameter and becomes over-designed, it has no choice but to be ignored for construction reasons. However, in the current era of low economic growth, where public investment is expected to reach a zero ceiling, it is a social imperative to optimize construction work through appropriate construction based on appropriate design.

従つて、中、小口径の管布設の場合、推進工法
による長距離、カーブ推進はいまや避け得ない課
題となりつつある。
Therefore, in the case of medium- and small-diameter pipe installation, long-distance and curve propulsion using the propulsion method is becoming an unavoidable issue.

推進工法におけるカーブ施工時の問題点は第1
図に示すように曲線部では推進管の外側A部に開
口部が存在する。この開口部分にキヤンバー等を
さし込み、この開口部を保持しなければ設計どお
りのカーブが施工できない。又、内側B部分もこ
のままでは管の性格上第2図の様に1点でしか接
触しないので、このまま推進すればB部分の破壊
は確実となる。管の全周にキヤンバーを設置すれ
ば良いわけであるが、それは非常に多大な手間と
管理を必要とし、又すべてのキヤンバーが実際
上、管のそれぞれの間〓に追随して支圧を完全に
受けてその働きをしているかは疑問である。従つ
て現在4点〜6点程度のキヤンバーによつて、
各々の間〓を保持しているのが実状である。この
場合、この4〜6点のキヤンバーの支圧面積は、
おのずと限界があり、その集中された支圧面積に
よる破壊荷重によつて推力は制限され、推進管の
許容耐力の余力を残しながらも距離を短かくし、
立坑を設置したり、中押し工法を採用しなければ
ならない状況である。又、均等にキヤンバーが働
いていない時は管が破壊され、その補修手間や補
修の不完全さによる漏水が生じる場合が応々にし
て見られる。
The first problem when constructing curves using the propulsion method is
As shown in the figure, in the curved portion, there is an opening on the outer side A of the propulsion tube. Unless a camber or the like is inserted into this opening and the opening is held in place, the curve as designed cannot be constructed. Also, if the inner part B remains as it is, due to the nature of the pipe, it will only come into contact at one point as shown in Figure 2, so if it continues to be propelled, the destruction of the B part will be certain. It would be possible to install cambers around the entire circumference of the pipe, but this would require a great deal of effort and management, and all the cambers would have to follow the distance between each pipe to completely maintain the bearing pressure. It is questionable whether it is doing its job in response to the situation. Therefore, with a camber of about 4 to 6 points,
The reality is that there is a gap between each. In this case, the bearing pressure area of the camber at these 4 to 6 points is:
There is a natural limit, and the thrust is limited by the destructive load due to the concentrated bearing pressure area.
The situation is such that it is necessary to install a vertical shaft or use the intermediate push method. Furthermore, when the camber is not working evenly, the pipes are destroyed, and there are cases in which water leaks occur due to the labor involved in repairing or incomplete repair.

本考案は上述のような現状に鑑みて荷重分散を
有効にはかれる推進管を目的としたものであつ
て、推進管1の端部に推力受圧面2を有し、同面
2に接続する推力分散面3を有する推力受圧部材
4を内蔵してなるヒユーム管を要旨とするもので
ある。
In view of the above-mentioned current situation, the present invention is aimed at a propulsion tube that can effectively distribute the load. The main feature is a hume tube that incorporates a thrust pressure receiving member 4 having a dispersion surface 3.

上記受圧面2、分散面3を有する推力受圧部材
4は剛性の大きい例えば鋼製の1対の支圧板又は
支圧塊よりなり、推進管1の内部に(1〜4点)
埋込まれる。勿論受圧面2の面積は分散面3の面
積より小であることは第4図、第5図、第7図〜
第9図に示されるとおりである。尚図中5で示す
ものはキヤンバー、6は付着力増強用透孔、7は
同突起、8は同溝である。
The thrust pressure receiving member 4 having the pressure receiving surface 2 and the dispersion surface 3 is made of a pair of bearing plates or bearing blocks having high rigidity, for example, made of steel, and is installed inside the propulsion tube 1 (1 to 4 points).
embedded. Of course, the area of the pressure receiving surface 2 is smaller than the area of the dispersion surface 3 as shown in FIGS. 4, 5, and 7.
As shown in FIG. In the figure, numeral 5 indicates a camber, 6 a through hole for reinforcing adhesion, 7 a projection, and 8 a groove.

従つて第1図に示すように水平方向にカーブさ
せて矢印aの方向にジヤツキで地中に推進される
推進管1において、カーブ位置ではB位置で推力
(推進荷重)が集中するその位置では受圧面2が
上記集中荷重を受ける。そしてその力は分散面3
において分散して推進管1自体に分散状態に伝達
されるものである。
Therefore, as shown in Fig. 1, in a propulsion tube 1 that is curved horizontally and propelled into the ground by jacks in the direction of arrow a, at the curved position, the thrust (propulsive load) is concentrated at position B. The pressure receiving surface 2 receives the concentrated load. And that force is dispersion plane 3
It is transmitted to the propulsion tube 1 itself in a dispersed state.

そのため推進管1の端面B部分で大きな推力に
対応でき、従来の推力制限を大幅に拡大し得て、
管1の破壊を防止し、長距離カーブ推進を可能に
することができる。
Therefore, the end face B portion of the propulsion tube 1 can handle a large thrust, and the conventional thrust limit can be greatly expanded.
It is possible to prevent the tube 1 from breaking and enable long-distance curve propulsion.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本案のヒユーム管による地中カーブ推
進状態を示す平面図、第2図は推力集中部分の正
面図、第3図は上記ヒユーム管の斜視図、第4図
はその側面図、第5図は同ヒユーム管の他の実施
例の斜視図、第6図はその一部横断面図、第7図
はヒユーム管の他の実施例の側面図、第8図は同
ヒユーム管の他の実施例の側面図、第9図は同管
の他の実施例の側面図である。 1……推進管、2……推力受圧面、3……推力
分散面、4……推力受圧部材。
Figure 1 is a plan view showing the underground curve propulsion state by the Huyum tube of the present invention, Figure 2 is a front view of the thrust concentration part, Figure 3 is a perspective view of the Huyum tube, and Figure 4 is its side view. Fig. 5 is a perspective view of another embodiment of the same Huum's canal, Fig. 6 is a partial cross-sectional view thereof, Fig. 7 is a side view of another embodiment of the Huum's canal, and Fig. 8 is another example of the Huum's canal. FIG. 9 is a side view of another embodiment of the tube. 1... Propulsion tube, 2... Thrust pressure receiving surface, 3... Thrust dispersion surface, 4... Thrust pressure receiving member.

Claims (1)

【実用新案登録請求の範囲】 (1) 推進管1の端部に推力受圧面2を有し、同面
2に接続する推力分散面3を有する推力受圧部
材4を内蔵してなるヒユーム管。 (2) 上記受圧面2、分散面3を有する推力受圧部
材4が鋼材によるものである実用新案登録請求
の範囲第1項記載のヒユーム管。
[Claims for Utility Model Registration] (1) A hume tube comprising a thrust pressure receiving member 4 having a thrust pressure receiving surface 2 at the end of a propulsion tube 1 and having a thrust dispersion surface 3 connected to the surface 2. (2) The hume tube according to claim 1, wherein the thrust pressure receiving member 4 having the pressure receiving surface 2 and the dispersion surface 3 is made of steel.
JP13014783U 1983-08-22 1983-08-22 fume tube Granted JPS6040595U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13014783U JPS6040595U (en) 1983-08-22 1983-08-22 fume tube

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13014783U JPS6040595U (en) 1983-08-22 1983-08-22 fume tube

Publications (2)

Publication Number Publication Date
JPS6040595U JPS6040595U (en) 1985-03-22
JPH0333831Y2 true JPH0333831Y2 (en) 1991-07-17

Family

ID=30294664

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13014783U Granted JPS6040595U (en) 1983-08-22 1983-08-22 fume tube

Country Status (1)

Country Link
JP (1) JPS6040595U (en)

Also Published As

Publication number Publication date
JPS6040595U (en) 1985-03-22

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