JPS61274087A - Chemical injector for shielding machine - Google Patents

Chemical injector for shielding machine

Info

Publication number
JPS61274087A
JPS61274087A JP11699085A JP11699085A JPS61274087A JP S61274087 A JPS61274087 A JP S61274087A JP 11699085 A JP11699085 A JP 11699085A JP 11699085 A JP11699085 A JP 11699085A JP S61274087 A JPS61274087 A JP S61274087A
Authority
JP
Japan
Prior art keywords
chemical liquid
chemical
injection nozzle
liquid injection
pipe
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.)
Pending
Application number
JP11699085A
Other languages
Japanese (ja)
Inventor
鈴木 友衛
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP11699085A priority Critical patent/JPS61274087A/en
Publication of JPS61274087A publication Critical patent/JPS61274087A/en
Pending 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】 (産業上の利用分野) 本発明は、軟弱地盤に薬液を噴射する装置を備えたシー
ルド機械に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a shield machine equipped with a device for injecting a chemical solution onto soft ground.

(従来の技術) 従来、軟弱地盤でシールド機械を用いる場合には、掘削
作業と地盤硬化作業とを別々に行う必要があるために、
掘削効率が低くなるという問題があった。
(Prior art) Conventionally, when using a shield machine on soft ground, it is necessary to perform excavation work and ground hardening work separately.
There was a problem that the excavation efficiency was low.

(発明が解決しようとする問題点) 本発明は、上記の点に鑑みてなされたものであって、そ
の目的とするところは掘削をしながら薬液による地盤の
硬化作業もできるシールド機械の薬液注入装置を提供す
るにある。
(Problems to be Solved by the Invention) The present invention has been made in view of the above points, and its purpose is to inject chemical liquid into a shield machine that can harden the ground with chemical liquid while excavating. We are in the process of providing equipment.

(問題点を解決するための手段) 本発明は、カッターへフド2の外周に薬液噴射ノズル1
を設け、カッターヘッド用駆動軸4を中空にしてこの駆
動軸4内に薬液管7を配し、この薬液管7の先端を薬液
噴射ノズル1に接続すると共に、薬液管7の基端6薬液
供給ホース19に接続して成ることを特徴とするシール
ド機械を要旨とするものである。
(Means for Solving the Problems) The present invention provides a chemical liquid injection nozzle 1 on the outer periphery of the cutter head hood 2.
The drive shaft 4 for the cutter head is made hollow, and a chemical liquid pipe 7 is arranged inside this drive shaft 4.The tip of this chemical liquid pipe 7 is connected to the chemical liquid injection nozzle 1, and the base end 6 of the chemical liquid pipe 7 is connected to the chemical liquid. The gist of the shield machine is that it is connected to a supply hose 19.

(実施例) 以下、本発明を図示の実施例に基づいて詳述する。(Example) Hereinafter, the present invention will be explained in detail based on illustrated embodiments.

シールド機械Aは、第1図に示すように機械本体1の前
面にカッターヘッド2を配して形成され、機械本体&は
筒体16内に排泥管8、カッター駆動モーター9等を内
臓して構成されである。カンタ−へフド用駆動軸4は中
空に形成され、この駆動軸4内にジェット管5及び薬液
管16を配しである。カッターヘッド2の前面には掘削
ノズル3を、カッターヘッド2の外周には薬液噴射ノズ
ルlをそれぞれ形成すると共にカッターヘッド2内にジ
ェット路10及び薬液路1)を形成しである。このジェ
ット路10にジェット管5の先端を、薬液路1)に薬液
管16をそれぞれ接続しである。一方ジエ。
The shield machine A is formed by disposing a cutter head 2 on the front side of a machine body 1 as shown in FIG. It is composed of The canterfed drive shaft 4 is formed hollow, and a jet pipe 5 and a chemical liquid pipe 16 are disposed within the drive shaft 4. A drilling nozzle 3 is formed on the front surface of the cutter head 2, a chemical liquid injection nozzle 1 is formed on the outer periphery of the cutter head 2, and a jet path 10 and a chemical liquid path 1) are formed inside the cutter head 2. The tip of the jet pipe 5 is connected to the jet path 10, and the chemical liquid pipe 16 is connected to the chemical liquid path 1). On the other hand, Jie.

ト管5の基端はジェット供給ホース6に、薬液管16の
基端は薬液供給ホース19にそれぞれ接続しである。
The base end of the jet tube 5 is connected to the jet supply hose 6, and the base end of the chemical liquid pipe 16 is connected to the chemical liquid supply hose 19.

第2図は第1図(a)のイ部分の拡大せる半断面図を示
してあり、駆動軸4の内周壁に沿って環状のジェット水
導入路12を有するジェット水導入チャンバー13及び
環状の薬液導入路14を有する薬液導入チャンバー15
を形成しである。ジェット水導入チャンバー15からジ
ェット管5を導出してあり、薬液導入チャンバー15か
ら薬液管16を導出しである。またジェット水導入チャ
ンバー13及び薬液導入チャンバー15の外周壁にはジ
ェット水導入孔17及び薬液導入孔18をそれぞれ形成
してあり、ジェット水導入孔17及び薬液導入孔18は
所謂スイベル構造を介してジェット供給ホース6及び薬
液供給ホース19に連通しである。即ち、駆動軸4に外
筒20を、駆動軸4が回転自在となるように遊嵌し、一
方外筒20にはジェット水供給孔21及び薬液供給孔2
2が、ジェット水導入孔17及び薬液導入孔18にそれ
ぞれ対応するように形成されである。23はパツキン、
24はベアリングである。従ってカッターヘッド2の回
動による掘削中において、ジェット水Jはジェット供給
ホース6からジェット水導入路12及びジェット管5を
通って掘削ノズル3から地層Gに向かって噴射されてジ
ェット水による掘削も行われ、また薬液は薬液導入路1
日及び薬液管16を通って薬液噴射ノズル25から軟弱
の地層Gに噴射される。尚、排泥管8のバキューム26
から土砂とジェット水を回収する。
FIG. 2 shows an enlarged half-sectional view of part A in FIG. Chemical solution introduction chamber 15 having a chemical solution introduction path 14
It is formed. A jet pipe 5 is led out from the jet water introduction chamber 15, and a chemical liquid pipe 16 is led out from the chemical liquid introduction chamber 15. Further, a jet water introduction hole 17 and a chemical solution introduction hole 18 are formed in the outer peripheral walls of the jet water introduction chamber 13 and the chemical solution introduction chamber 15, respectively, and the jet water introduction hole 17 and the chemical solution introduction hole 18 are connected through a so-called swivel structure. It communicates with the jet supply hose 6 and the chemical solution supply hose 19. That is, the outer cylinder 20 is loosely fitted to the drive shaft 4 so that the drive shaft 4 can rotate freely, and the outer cylinder 20 has a jet water supply hole 21 and a chemical solution supply hole 2.
2 are formed to correspond to the jet water introduction hole 17 and the chemical solution introduction hole 18, respectively. 23 is Patsukin,
24 is a bearing. Therefore, during excavation by rotation of the cutter head 2, the jet water J is injected from the jet supply hose 6 through the jet water introduction path 12 and the jet pipe 5 toward the stratum G from the excavation nozzle 3, and the excavation by the jet water is also carried out. The chemical solution is introduced into the chemical solution introduction path 1.
The chemical liquid is injected from the chemical liquid injection nozzle 25 onto the soft stratum G through the chemical liquid pipe 16. In addition, the vacuum 26 of the mud removal pipe 8
Sediment and jet water are collected from

次に、薬液の噴射について詳述する。Next, the injection of the chemical liquid will be explained in detail.

薬液は例えば1液Cと2液りとを混合させせ掘削面に吹
き付けられるものである。混合される薬液としては例え
ば珪酸ソーダと硫酸や、薬液とセメントなど従来からの
ものが考えられる。薬液管7のうち7aは1液薬液管、
7bは2液薬液管であり、従って1液Cと2液りとは別
々の流路を通って、1液噴射ノズル1aと2液噴射ノズ
ル1bから別々に噴射される。これらl液噴射ノズル1
aと2液噴射ノズルibとは第4図に示すように1対に
して近接して配されてあり、各ノズルの噴射方向は略掘
削面で薬液が混ざるように向けられである。尚、図示の
実施例では、4対配したが、必ずしも数は限定されない
The chemical liquid is, for example, one liquid C and two liquids mixed together and sprayed onto the excavated surface. Examples of the chemical solution to be mixed include conventional ones such as sodium silicate and sulfuric acid, and chemical solution and cement. Of the chemical liquid pipes 7, 7a is a single liquid chemical liquid pipe,
Reference numeral 7b indicates a two-liquid chemical pipe, and therefore, the first liquid C and the second liquid are separately injected from the one-liquid injection nozzle 1a and the two-liquid injection nozzle 1b through separate channels. These liquid injection nozzles 1
As shown in FIG. 4, the two-liquid injection nozzle a and the two-liquid injection nozzle ib are arranged in close proximity to each other as a pair, and the injection direction of each nozzle is directed so that the chemical liquids are mixed approximately at the excavation surface. In the illustrated embodiment, four pairs are provided, but the number is not necessarily limited.

第5図はシールド機械Aの掘削動作の全体図を示してあ
り、発進抗Bにシールド機械Aをセットし、圧入ジヤツ
キ27でヒユーム管28及びシールド機械Aを押しなが
ら、掘削・推進するようにしである。
FIG. 5 shows an overall diagram of the excavation operation of the shield machine A. The shield machine A is set on the starting shaft B, and the press-fitting jack 27 is used to press the fume pipe 28 and the shield machine A to excavate and propel the machine. It is.

第6図及び第7図はオーガー形式の機械を対象とした本
発明の他の実施例を示してあり、駆動軸4であるドライ
ブスピン29及びオーガー軸30内に薬液管7を配して
カッターヘッド(オーガーヘッド)2の薬液噴射ノズル
1から薬液を噴射するようにしである。
6 and 7 show another embodiment of the present invention intended for an auger type machine, in which a chemical liquid pipe 7 is disposed within a drive spin 29 which is a drive shaft 4 and an auger shaft 30, and a cutter The chemical liquid is sprayed from a chemical liquid injection nozzle 1 of a head (auger head) 2.

(効果) 本発明は、上述のようにカッターヘッドの外周に薬液噴
射ノズルを設け、カッターヘッド用駆動軸を中空にして
この駆動軸内に薬液管を配し、この薬液管の先端を薬液
噴射ノズルに接続すると共に、薬液管の基端を薬液供給
ホースに接続したので、薬液は薬液供給ホース及び駆動
軸を通ってカッターヘッドから噴射できるようになり、
従ってカッターヘッドによる掘削と共に薬液噴射ノズル
から薬液の噴射が可能となり、掘削効率が向上するとい
う効果を奏し、また掘削坑の先端での薬液噴射が可能と
なるから、軟弱地盤の掘進に従って逐次硬化が可能とな
り掘削をスムーズに行うことが出来るという効果を奏す
る。
(Effects) As described above, the present invention provides a chemical liquid injection nozzle on the outer periphery of the cutter head, makes the drive shaft for the cutter head hollow, arranges a chemical liquid pipe inside this drive shaft, and uses the tip of this chemical liquid pipe to spray the chemical liquid. In addition to connecting to the nozzle, the proximal end of the chemical liquid pipe is connected to the chemical liquid supply hose, so that the chemical liquid can be injected from the cutter head through the chemical liquid supply hose and the drive shaft.
Therefore, it becomes possible to inject the chemical liquid from the chemical liquid injection nozzle while excavating with the cutter head, which has the effect of improving excavation efficiency.Also, since the chemical liquid can be injected at the tip of the excavation hole, the soft ground is gradually hardened as it is excavated. This has the effect of making it possible to perform excavation smoothly.

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

第1図(a) (b)は本発明のシールド機械の側断面
図及び正面図、第2図は第1図(a)のイ部分の拡大せ
る半断面図、第3図は第2図のローロ断面図、第4図は
同上の薬液の噴射説明図、第5図は同上の掘削動作を示
す概略図、第6図は本発明の他の実施例の破断側面図、
第7図は第6図のへ部分の拡大断面図である。
1(a) and 1(b) are a side sectional view and a front view of the shield machine of the present invention, FIG. 2 is an enlarged half sectional view of part A in FIG. 1(a), and FIG. FIG. 4 is an explanatory diagram of the injection of the chemical liquid as above, FIG. 5 is a schematic diagram showing the excavation operation as above, FIG. 6 is a cutaway side view of another embodiment of the present invention,
FIG. 7 is an enlarged sectional view of the bottom portion of FIG. 6.

Claims (2)

【特許請求の範囲】[Claims] (1)カッターヘッドの外周に薬液噴射ノズルを設け、
カッターヘッド用駆動軸を中空にしてこの駆動軸内に薬
液管を配し、この薬液管の先端を薬液噴射ノズルに接続
すると共に、薬液管の基端を薬液供給ホースに接続して
成ることを特徴とするシールド機械。
(1) A chemical spray nozzle is provided on the outer periphery of the cutter head,
The drive shaft for the cutter head is made hollow, and a chemical liquid pipe is placed inside this drive shaft.The tip of this chemical liquid pipe is connected to a chemical liquid injection nozzle, and the proximal end of the chemical liquid pipe is connected to a chemical liquid supply hose. Features a shield machine.
(2)薬液噴射ノズルを1液噴射ノズルと2液噴射ノズ
ルとで構成し、これら1液噴射ノズルと2液噴射ノズル
を近接させると共に、これらの噴射方向を略掘削面で交
わるようにした特許請求の範囲第1項記載のシールド機
械の薬液注入装置。
(2) A patent in which the chemical liquid injection nozzle is composed of a one-liquid injection nozzle and a two-liquid injection nozzle, the one-liquid injection nozzle and the two-liquid injection nozzle are placed close to each other, and their injection directions intersect approximately at the excavation surface. A chemical liquid injection device for a shield machine according to claim 1.
JP11699085A 1985-05-29 1985-05-29 Chemical injector for shielding machine Pending JPS61274087A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11699085A JPS61274087A (en) 1985-05-29 1985-05-29 Chemical injector for shielding machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11699085A JPS61274087A (en) 1985-05-29 1985-05-29 Chemical injector for shielding machine

Publications (1)

Publication Number Publication Date
JPS61274087A true JPS61274087A (en) 1986-12-04

Family

ID=14700745

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11699085A Pending JPS61274087A (en) 1985-05-29 1985-05-29 Chemical injector for shielding machine

Country Status (1)

Country Link
JP (1) JPS61274087A (en)

Similar Documents

Publication Publication Date Title
JPS61274087A (en) Chemical injector for shielding machine
JP3812059B2 (en) Ground improvement method
JPS61274094A (en) Shielding machine
JPH062326A (en) Land improvement body development device and method
JPS61229097A (en) Shield machine
JPH07279157A (en) Ground improving body forming device and construction method
JP3825896B2 (en) Ground improvement body construction method and apparatus
JPS63197715A (en) Device for treating extra-concrete banking of cast-in-place pile
JPH0213698A (en) Shield work method and shield excavating machine
JPS6322997A (en) Method of controlling direction of shield machine by movement of mud
JPH06193045A (en) Ground improvement method by multishaft type forced stirring device
JPH0692654B2 (en) Ground improvement method from inside the shield tunnel and segment for shield tunnel used in the method
KR960013587B1 (en) Method and apparatus for injecting ground hardening agent
JPS61191717A (en) Disposing device for extra-banking concrete of cast-in-place pile
JP2905677B2 (en) Excavator for burying small-diameter pipe and method and apparatus for pulling back buried pipe
JP2005083007A (en) Method for laying square pipe
JP3574488B2 (en) Ground improvement method for soft ground
JPH0449275Y2 (en)
KR930002970B1 (en) Timbering covering layer construction method
JPH11315533A (en) Soil improvement method
JPS6117627A (en) Grout injection for cut-off wall construction work
JPH0194193A (en) Two stage type shielding device
JPH07216867A (en) Method of and device for creating improved foundation
JPS60230432A (en) Excavating method utilizing multishaft earth auger
JPH0252759B2 (en)