JPS6263799A - Method of propulsion construction - Google Patents

Method of propulsion construction

Info

Publication number
JPS6263799A
JPS6263799A JP20050185A JP20050185A JPS6263799A JP S6263799 A JPS6263799 A JP S6263799A JP 20050185 A JP20050185 A JP 20050185A JP 20050185 A JP20050185 A JP 20050185A JP S6263799 A JPS6263799 A JP S6263799A
Authority
JP
Japan
Prior art keywords
shaft
head
hole drill
construction
center
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
Application number
JP20050185A
Other languages
Japanese (ja)
Other versions
JPH0463960B2 (en
Inventor
鷹巣 征行
幸一 原
澄男 福田
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.)
Tokyu Construction Co Ltd
Original Assignee
Tokyu Construction Co Ltd
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 Tokyu Construction Co Ltd filed Critical Tokyu Construction Co Ltd
Priority to JP20050185A priority Critical patent/JPS6263799A/en
Publication of JPS6263799A publication Critical patent/JPS6263799A/en
Publication of JPH0463960B2 publication Critical patent/JPH0463960B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〈発明の利用分野〉 本発明は推進工法に関するものである。[Detailed description of the invention] <Field of application of the invention> The present invention relates to a propulsion method.

〈従来の技術〉 従来第4.5図に示すような推進工法が存在する。<Conventional technology> Conventionally, there is a propulsion method as shown in Figure 4.5.

すなわち、発進立坑AからジヤツキBによってパイロッ
ト管Pを池中に圧入し、到達立坑Cまでいったん貫通さ
せる。
That is, the pilot pipe P is forced into the pond from the starting shaft A by the jack B, and is once penetrated to the reaching shaft C.

次にパイロット管Pの先端に拡口ヘッドDを取り付けて
、前工程とは反対に到達立坑Cから発進立坑Aに向けて
パイロット管Pを押し戻す。
Next, a widening head D is attached to the tip of the pilot pipe P, and the pilot pipe P is pushed back from the arrival shaft C toward the starting shaft A, contrary to the previous step.

この押し戻しには、パイロット管Pにヒユーム管Hを固
定しておき、このヒユーム管Hを到達立坑IIのジヤツ
キで加圧することによって行うことが出来る。
This pushing back can be carried out by fixing a fume pipe H to the pilot pipe P and pressurizing this fume pipe H with a jack in the reaching shaft II.

く本発明が解決しようとする問題点〉 上記の従来の技術には次のような問題点が存在する。Problems to be solved by the present invention> The above conventional techniques have the following problems.

〈イ〉いったん到達立坑へ貫通させてから、再び発進立
坑までもどる工程を必要とする。
<B> It is necessary to penetrate the arrival shaft once and then return to the starting shaft again.

こうした二工程を採用することは明らかに施工時間が長
いものとなり、不経済である。
Adopting these two steps obviously requires a long construction time and is uneconomical.

く口〉発進立坑は諸設備を必要とするから大型のものと
なることは避けられない。
Kuguchi: The starting shaft requires various equipment, so it is inevitable that it will be large.

ところがこうした工法では、到達立坑からヒユーム管を
吊I)降ろす必要があるために、発進立坑のみならず、
到達立坑もまた大型のものとならざるをえない。
However, with this construction method, it is necessary to suspend the Huyum pipe from the arrival shaft, so it is not only necessary to suspend it from the starting shaft.
The reaching shaft must also be large.

したがって用地難の都市での工事においては大型の到達
立坑の用地の確保が大きな問題である。
Therefore, in construction work in cities where land is scarce, securing land for large reaching shafts is a major problem.

〈本発明の目的〉 本発明は上記の問題点を改善するためになされたもので
、つぎのような推進工法を提供することを目的とする。
<Objective of the present invention> The present invention was made in order to improve the above-mentioned problems, and an object thereof is to provide the following propulsion method.

〈イ〉発進立坑から到達立坑への一回だけの施工で完成
させることのできる工法 〈口〉大型の到着立坑を必要としない工法〈本発明の構
成〉 次に本発明の方法に使用する装置の一実施例について説
明する。
<A> Construction method that can be completed with only one construction from the starting shaft to the arrival shaft <Explanation> Construction method that does not require a large arrival shaft <Configuration of the present invention> Next, equipment used in the method of the present invention An example will be described.

くイ〉拡口ヘッド 拡口ヘッド1は円錐状の筒体であり、その先端の中央に
、ダウンザホールドリル3を収納する中心筒11を、前
方に突設した形状を有する。
〉 Mouth Expansion Head The mouth expansion head 1 is a conical cylinder, and has a shape in which a central cylinder 11 for storing a down-the-hole drill 3 is provided in the center of the tip thereof and projects forward.

そして、拡口ヘッド1の円錐面12には破砕した玉石の
小片や土砂を取り入れる取り入れ口13を開口する。
Then, an intake port 13 is opened in the conical surface 12 of the widening head 1 to take in small pieces of crushed boulders and earth and sand.

円錐面12の裏側には土砂を収容する収容室14を空間
として形成する。
A storage chamber 14 for storing earth and sand is formed as a space on the back side of the conical surface 12.

収容室14の背面中心には、拡口ヘッド1に回転を与え
る中空の駆動軸21を設ける。
A hollow drive shaft 21 is provided at the center of the back surface of the storage chamber 14 to rotate the mouth enlarging head 1 .

この駆動軸21の内部には、中心筒11内のダウンザホ
ールドリル3と同軸上に、排土スクリュー2を回転自在
に収納する。
Inside the drive shaft 21, the earth removal screw 2 is rotatably housed coaxially with the down-the-hole drill 3 in the center tube 11.

さらに、収容室14の背面の周囲にはヒユーム管Hを支
持するリング15を環状に突設する。
Further, a ring 15 for supporting the hume tube H is provided around the back surface of the storage chamber 14 in an annular manner.

く口〉ダウンザホールドリル 拡口ヘッド1の中心筒11の内部には、ダウンザホール
ドリル3を収納する。
Down-the-hole drill A down-the-hole drill 3 is housed inside the central tube 11 of the opening enlargement head 1.

このダウレザホールドリル3自体は公知ものを利用する
ことができる。
As this dow leather hole drill 3 itself, a known one can be used.

このダウンザホールドリル3の後部には前記した排土ス
クリュー2を取り付け、収容室14の内部に導入された
土砂を後方の発進立坑Aへ排出しうるように構成する。
The above-mentioned earth discharge screw 2 is attached to the rear of the down-the-hole drill 3, so that the earth and sand introduced into the storage chamber 14 can be discharged to the starting shaft A at the rear.

く本発明の作動〉 くイ〉推進 拡口ヘッド1のリング15内にヒユーム管8群を接続し
、ヒユーム管8群の後部端をジヤツキJによって加圧し
て地中に押し込む。
Operation of the Present Invention A: The eight groups of hume tubes are connected within the ring 15 of the propulsion widening head 1, and the rear ends of the eight groups of hume tubes are pressurized by a jack J to push them into the ground.

く口〉破砕と取り込み ダウンザホールドリル3によって拡口ヘッド1中心部の
玉石などを破砕する。
Crushing and Intake Crush the boulders and the like in the center of the opening head 1 using the down-the-hole drill 3.

周囲の小石、砂、土砂、破砕後の小片などは、取り入れ
口13から収容室14内に取り入れて排土スクリュー2
で排出する。
Surrounding pebbles, sand, earth and sand, small pieces after crushing, etc. are taken into the storage chamber 14 from the intake port 13 and sent to the soil discharge screw 2.
Discharge with.

くハ〉貫通 発進立坑Aから推進を開始し、到達立坑Cに拡口ヘッド
1が貫通する。
KUHA〉Propulsion starts from the starting shaft A, and the widening head 1 penetrates the reaching shaft C.

拡口ヘッド1にはヒユーム管Hが後続しているから、拡
口ヘッド1の貫通の時点で管路が完成することになる。
Since the enlarged head 1 is followed by the hume pipe H, the conduit is completed when the enlarged head 1 penetrates.

く本発明の効果〉 本発明は上記したようになるから次のような効果を期待
することができる。
Effects of the Present Invention> Since the present invention is as described above, the following effects can be expected.

ぐイ〉 発進立坑から推進した拡口ヘッドが、到達立坑
に貫通すると、拡口ヘッドにはヒユーム管群が後続して
いるから、その時点で管路が完成することになる。
Gui〉 When the expansion head propelled from the starting shaft penetrates the destination shaft, the pipeline will be completed at that point, since the expansion head is followed by a group of Huyum pipes.

したがって、従来のように到達後に再び発進立坑への逆
方向の推進を行う必要がないから工事期間が大幅に短縮
し、少ない費用で完成させることができる。
Therefore, unlike the conventional method, there is no need to propel the shaft in the opposite direction to the starting shaft again after reaching the starting shaft, so the construction period can be significantly shortened and the work can be completed at low cost.

く口〉到達立坑は、到着した拡口ヘッドを引き上げるだ
けであって逆方向への推進装置やヒユーム管を吊り降ろ
すための空間などを必要としない。
The reaching shaft is used only to pull up the expanded head that has arrived, and does not require a propulsion device in the opposite direction or a space for lowering the humid pipe.

したがって到達立坑の設置に必要とする用地は最少限の
広さで充分に施工することができる。
Therefore, the land required for installing the reaching shaft can be constructed with a minimum amount of space.

くハ〉拡口ヘッドの中心部にダウンザホールドリルを設
けである。
Kuha〉A down-the-hole drill is installed in the center of the mouth expansion head.

もしこれが拡口ヘッドのみで掘進しようとすると、拡口
ヘッドのビットの破壊力は回転の周速によるから回転速
度の小さい中心部分では玉石などの破砕が不可能になる
If this is attempted to dig only with the expanding head, the destructive force of the bit of the expanding head depends on the circumferential speed of rotation, so it will be impossible to crush boulders etc. in the center part where the rotational speed is low.

そのために本発明の装置においては、その中心部分には
、先行するダウンザホールドリルを位置させ、まず中心
部分の一次破砕を行わせてから取り込む方法を採用する
ものである。
For this purpose, the apparatus of the present invention employs a method in which a preceding down-the-hole drill is positioned in the center of the device to first perform primary crushing of the center and then take in the material.

したがって従来の拡口ヘッドでは施工できなかった玉石
の多い地層においても、拡口ヘッドを地中に押し込むよ
うな方法によって初めて施工が可能なものとなった。
Therefore, even in geological strata with many boulders, which could not be carried out using conventional expanding heads, it is now possible to carry out construction for the first time by pushing the expanding head into the ground.

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

第1図:本発明の施工に使用する拡口ヘッドの実施例の
斜視図 第2図:その断面図
Fig. 1: A perspective view of an embodiment of the aperture expanding head used in the construction of the present invention Fig. 2: Its sectional view

Claims (1)

【特許請求の範囲】 中心部分にダウンザホールドリルを位置させた拡口ヘッ
ドと 拡口ヘッドに後続するヒューム管群とを、 発進立坑から到達立坑に向けて地中に圧入して行う、 推進工法
[Claims] A propulsion method in which an expansion head with a down-the-hole drill located in the center and a group of Hume pipes following the expansion head are press-fitted into the ground from a starting shaft to a destination shaft.
JP20050185A 1985-09-12 1985-09-12 Method of propulsion construction Granted JPS6263799A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20050185A JPS6263799A (en) 1985-09-12 1985-09-12 Method of propulsion construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20050185A JPS6263799A (en) 1985-09-12 1985-09-12 Method of propulsion construction

Publications (2)

Publication Number Publication Date
JPS6263799A true JPS6263799A (en) 1987-03-20
JPH0463960B2 JPH0463960B2 (en) 1992-10-13

Family

ID=16425364

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20050185A Granted JPS6263799A (en) 1985-09-12 1985-09-12 Method of propulsion construction

Country Status (1)

Country Link
JP (1) JPS6263799A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0489628U (en) * 1990-12-18 1992-08-05

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4516494B2 (en) * 2005-07-22 2010-08-04 清水建設株式会社 Obstacle removal method and excavation device in propulsion method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59147791U (en) * 1983-03-22 1984-10-02 武本 信雄 Buried pipe installation equipment

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59147791U (en) * 1983-03-22 1984-10-02 武本 信雄 Buried pipe installation equipment

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0489628U (en) * 1990-12-18 1992-08-05

Also Published As

Publication number Publication date
JPH0463960B2 (en) 1992-10-13

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