JPS59170319A - Road-bed improver with movable excavation rod frame - Google Patents

Road-bed improver with movable excavation rod frame

Info

Publication number
JPS59170319A
JPS59170319A JP4363683A JP4363683A JPS59170319A JP S59170319 A JPS59170319 A JP S59170319A JP 4363683 A JP4363683 A JP 4363683A JP 4363683 A JP4363683 A JP 4363683A JP S59170319 A JPS59170319 A JP S59170319A
Authority
JP
Japan
Prior art keywords
track
ground
frame
bed
rod
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
JP4363683A
Other languages
Japanese (ja)
Inventor
Akira Hoshino
星野 彰
Tsutomu Kubota
久保田 力
Yoshio Otsuka
大塚 義雄
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 JP4363683A priority Critical patent/JPS59170319A/en
Publication of JPS59170319A publication Critical patent/JPS59170319A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Soil Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Machines For Laying And Maintaining Railways (AREA)

Abstract

PURPOSE:To improve the subordinate ground of road-bed in the outside portion in the widthwise of the track truck by using a system in which a frame to move a rod, provided with an excavation rod for improving the ground, is moved transversely beyond the side edge of the track truck. CONSTITUTION:A rail is provided transversely on a track truck 11, a coupler for the rail is provided at the lower part of a frame 10 for driving an excavation rod, the coupler and the rail are coupled with each other in a transversely slidable manner, and the frame 10 is moved by an oil-pressure jack 21. After the ground below the track truck 11 is improved, the frame 10 is extended outwards bilaterally by the jack 21, the excavation rod 1 is penetrated to the subordinate ground of the road-bed by an oil-pressure mechanism 12, and a ground improving agent is injected from the tip of the rod 1.

Description

【発明の詳細な説明】 という)の下にある一神盤が軟弱化している場合に該軟
弱地盤を改良するための線路地盤改良機に関する。
DETAILED DESCRIPTION OF THE INVENTION This invention relates to a railway ground improvement machine for improving the soft ground in the case where the Ichigami subgrade under the substructure is weakened.

従来からこのための方法としては、公開特許公報昭和5
4−27211号公報に開示されているように、先端に
折畳み可能な攪拌羽根を設けた掘進ロッドを軟弱地盤に
刺し込み、該攪拌羽根によって軟弱地盤を攪拌し、掘進
ロッドから土壌面イヒ剤を前記攪拌した軟弱地盤に注入
することによって道床の下の軟弱地盤を固化して強化改
良するという技術がある。
Conventionally, methods for this purpose include the published patent publication 1937.
As disclosed in Japanese Patent Publication No. 4-27211, a digging rod with a foldable stirring blade at the tip is inserted into soft ground, the stirring blade stirs the soft ground, and the soil surface scorching agent is applied from the digging rod. There is a technique in which the soft ground under the road bed is solidified and strengthened by injecting it into the stirred soft ground.

而して上記のような掘進ロッドを用いた線路地盤改良工
事をす諷ための機械としては、線路上を走行できる軌道
台車を作り、該軌道台車の上に前記掘進ロッド駆動機構
を設置することも考えられるが、この場合、軌道台車は
必要に応じ駅のホーム等線路脇の諸設備の脇を通過する
ため、軌道台車の幅には自ずから制限があり、そのため
前記軌道台車の幅を超えて、その外側で掘進ロッドを操
作することは出来ないことになる。
Therefore, as a machine for performing railway ground improvement work using the digging rod as described above, a track bogie that can run on the track is made, and the digging rod drive mechanism is installed on the track bogie. However, in this case, the width of the track bogie is naturally limited because the track bogie passes by various facilities on the side of the track, such as station platforms, as necessary. , it will not be possible to operate the digging rod outside of that.

本発明は上記の点に鑑みなされたものであって、軌道台
車上に設けた掘進ロッド駆動用枠体を軌・・道台車ψ側
縁を超えて横に移動可能に構成することによって、軌道
台車の外側で掘進ロッドを操作−できるようにしたもの
である。
The present invention has been made in view of the above points, and by configuring the digging rod drive frame provided on the track bogie to be movable laterally beyond the ψ side edge of the track bogie, The digging rod can be operated from the outside of the truck.

以下本発明を、図面に示す実施例に基づいて詳綱に説明
する。
The present invention will be explained in detail below based on embodiments shown in the drawings.

先ず本発明を実施するため′の掘進ロッドの一例を簡単
に説明すると、第1図に示すように掘進ロッド1の先端
にはビット2を有する円錐状の掘削部3を設け、前記掘
進ロッド1の胴部4には後記攪拌羽根5−15′を出し
入れするための孔(図示せず)を設け、攪拌羽根5.5
′は略への字状に構成して軸ピン−6,6′によって段
違い且つ回動、可能に取付け、リング7の下降・上昇に
よってシリインド8を介して連結ピン9.9′を上下さ
せることにより、前記攪拌羽根5.5′は前記軸ピン6
.6′を回転軸として回転して前記ロッドの胴部4内に
収納したり、同図に示すように横に開いたりできるよう
に構成する。
First, to briefly explain an example of a digging rod for carrying out the present invention, as shown in FIG. A hole (not shown) for inserting and removing a stirring blade 5-15', which will be described later, is provided in the body 4 of the stirring blade 5.5.
' is constructed in a substantially angular shape and is installed in different levels and rotatably by the shaft pins 6 and 6', and the connecting pins 9 and 9' can be moved up and down via the cylinder 8 by lowering and raising the ring 7. Accordingly, the stirring blade 5.5' is connected to the shaft pin 6.
.. It is configured so that it can be rotated about a rotation axis 6' and housed in the body 4 of the rod, or opened laterally as shown in the figure.

次に前述の掘進ロッドを軌道台車に取りつけた状態の側
面図を第2図に示す。
Next, FIG. 2 shows a side view of the above-mentioned digging rod attached to the track truck.

前記掘進ロッド1はこれを駆動させるための諸装置を備
えた枠体lOによって保持され、軌道台車11上に設置
する。尚、前記枠体10は同図2点鎖線で示すにうに掘
進ロッドを引き上げた状態で横に倒し、軌道台車の走行
に当たり、架線等に触れないように走行できるようにし
である。前記−枠体10°には油圧機構12を備え、こ
れによって前記掘進ロッドを操作する。前記軌道台車は
車輪13によって軌道14上を走行して作業現場に到達
する。然る後前記油圧機構12によって掘進ロッドを回
転させなから道床15に刺し込み、道床の下の地盤まで
刺し込んでから前記攪拌羽根を開き、且つ掘進口7ドを
回転させて道床下の軟弱地盤を攪拌した後、第1図16
.16’に示す射出口から土壌固化剤を、前記攪拌した
軟弱地盤に注入する。その方法としては実施例では攪拌
羽根の形状を第1図A−A線の断面図を第3図に示すよ
うに、攪拌羽根の下面に前記射出口16付近から攪拌羽
根の先端に向かって断面が略翼断面状になるような導溝
17を設け、射出口16.16′から射出された土壌固
化剤は前記導溝17内を攪拌羽根5.5′の先端に向か
って流れながら該攪拌羽根の回転によって攪拌された土
壌中に置いて来るようにし、これによって土壌固化剤は
線路地盤中に混入されるように構成しである。尚、同実
施例では前記注入された土壌固化剤が掘進ロッドに沿っ
て道床上に噴出又は浮き上がることを防止するため、掘
進ワラF、、)胴部4.)外−9第2図、示すように外
筒18を設け、該外筒の周囲にはスクリュー、 19s
tr設けて掘進ロッドと一緒に回転させて、浮き上がろ
うとする土壌固化剤を下に圧入して土壌固化剤の−き上
がりを防止している。
The digging rod 1 is held by a frame lO equipped with various devices for driving it, and is installed on a track truck 11. The frame 10 is laid down horizontally with the digging rod pulled up as shown by the two-dot chain line in the same figure, so that the track bogie can run without touching overhead wires or the like. A hydraulic mechanism 12 is provided at the frame 10°, by which the digging rod is operated. The track truck travels on a track 14 with wheels 13 and reaches the work site. After that, the hydraulic mechanism 12 rotates the digging rod and inserts it into the road bed 15, and after penetrating it to the ground below the road bed, opens the stirring blade and rotates the digging opening 7 to remove the softness under the road bed. After stirring the ground, Fig. 1 16
.. A soil solidification agent is injected into the stirred soft ground from the injection port shown at 16'. As a method for this, in the embodiment, the shape of the stirring blade is shown in FIG. The soil solidification agent injected from the injection port 16.16' flows through the guide groove 17 toward the tip of the stirring blade 5.5' and is stirred. The soil solidifying agent is placed in the soil that has been stirred by the rotation of the blades, so that the soil solidifying agent is mixed into the track ground. In the same embodiment, in order to prevent the injected soil solidification agent from spouting out or floating onto the road bed along the digging rod, the digging straw F, , ) body 4. ) Outside-9 As shown in Fig. 2, an outer cylinder 18 is provided, and a screw, 19s is installed around the outer cylinder.
A tr is provided and rotated together with the digging rod, and the soil solidifying agent that is about to rise is forced into the bottom to prevent the soil solidifying agent from rising.

さて、本件発明に於いては第411!Jに上面図を示す
とおり、前記のように構成した掘進ロッドを保持した枠
体10を備えた軌道台車11に於いて、該軌道台車11
の幅員は、これが軌道上を走行するにあたり、線路脇の
構築物等に接触しない範囲の略最大幅に構成し、該軌道
台車には同図20.20・・・・で示すように軌蓬台車
固定脚を横丁に繰り出し・引き込み可能に備え、作業現
場に到着したとき該台車固定脚を繰り出して車台を固定
した後、前記のように掘進ロッドを道床の下の地盤に回
転させながら刺し込み、攪拌羽根を開きながら回転させ
て道床下の地盤を攪拌、改良するのであるが、本発明に
あっては、同図2点鎖線で示すように掘進ロッドの枠体
10は前記軌道台車11の側縁を超えてその外側まで横
に移動できるように構成する。
Now, in this invention, the 411th! As shown in the top view in FIG.
The width of the track bogie is approximately the maximum width within the range that does not come into contact with structures on the side of the track when running on the track, and the track bogie has a track bogie as shown in Figure 20.20... The fixed legs are provided so that they can be extended and retracted into the alley, and upon arriving at the work site, the trolley fixed legs are extended to fix the chassis, and then the digging rod is inserted into the ground under the roadbed while rotating as described above. The stirring blades are opened and rotated to stir and improve the ground under the track bed. In the present invention, the frame 10 of the digging rod is placed on the side of the track bogie 11, as shown by the two-dot chain line in the same figure. Configure it so that it can move laterally beyond the edge.

前記枠体を横に移動するための構造として番よ、軌道台
車上に横方向にレールを設け、枠体の下部には前記レー
ルと嵌合する嵌合部を設けてレールと嵌合部とをレール
の方向に摺動可能に嵌合させ、枠体を油圧ジヤツキ21
.21′に依って移動させればよい。勿論本発明に於け
る枠体移動の構造は上記に限定する必要はないことは言
うまでもなく、枠体の下部に移動機構を設ける等、本発
明の目的に適合する何れの構造を採っても良し為。
As a structure for laterally moving the frame body, a rail is provided in the horizontal direction on the track bogie, and a fitting part that fits with the rail is provided at the bottom of the frame body, so that the rail and the fitting part are connected. are slidably fitted in the direction of the rail, and the frame body is fitted with a hydraulic jack 21.
.. 21'. Of course, the structure for moving the frame in the present invention need not be limited to the above, and any structure suitable for the purpose of the present invention may be adopted, such as providing a moving mechanism at the bottom of the frame. For.

本発明は上記のように構成したから、本発明の線路地盤
改良機を使用すれば、第4図2点鎖線の円形で示すよう
に、軌道台車の幅員内の下の地盤だけでなく、軌道台車
の側縁よりも外側の部分の道床の下の地盤までも、単に
掘進ロッドの枠体を横に移動させるだけで容易に攪拌・
改良ができる而も前記枠体の移動は、上記のように始め
から軌道台車上で移動可能に構成しであるから、その移
動は容易であって、従来のように−々線路の側縁に掘進
ロッドの駆動機構を組み立てる等の煩瑣な作業が不必要
となり、作業能率を飛躍的に向上させることになるばか
りでな(、前記枠体は軌道台車上に設置したま\用いる
から、掘進ロッドの垂直性も確実に保たれ、掘進・攪拌
の間隔も正確に行われるから、地盤改良工事のやり残し
の部分も無くなるといった利点も生ずる。
Since the present invention is constructed as described above, by using the track ground improving machine of the present invention, it is possible to improve not only the ground within the width of the track bogie but also the ground below the track as shown by the circle indicated by the two-dot chain line in Fig. 4. Even the ground under the roadbed outside the side edge of the cart can be easily stirred and stirred by simply moving the frame of the digging rod laterally.
Although this improvement is possible, the movement of the frame is easy because it is configured to be movable on the track bogie from the beginning as described above, and it is easy to move the frame as described above. This eliminates the need for complicated work such as assembling the drive mechanism for the digging rod, and dramatically improves work efficiency. Since the verticality of the soil is reliably maintained and the intervals between excavation and stirring are accurate, there is also the advantage that there is no unfinished part of the ground improvement work.

勿論本発明は上記実施例に限定されるべき必要はなく、
掘進ロッドの構造、攪拌羽根の形状、土壌固化剤の注入
方法等は上記以外の何れの方法を用いても、本発明を実
施し得ることは言うまでもない。
Of course, the present invention does not need to be limited to the above embodiments,
It goes without saying that the present invention can be carried out by using any method other than the above for the structure of the digging rod, the shape of the stirring blade, the method of injecting the soil solidification agent, etc.

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

第1図は掘進ロッドの一例を示す一部切欠正面図、第2
図は本発明を実施せる線路地盤改良機の側面図、第3図
は攪拌羽根の第1図A−A線断面図、第4図は本発明を
実施せる線路地盤改良機の上面図である。
Figure 1 is a partially cutaway front view showing an example of a digging rod;
The figure is a side view of a railway ground improvement machine that can carry out the present invention, Figure 3 is a sectional view taken along line A-A in Figure 1 of the stirring blade, and Figure 4 is a top view of a railway ground improvement machine that can carry out the invention. .

Claims (1)

【特許請求の範囲】[Claims] 軌道台B掘進ロッド駆動用枠体を設け、該枠体に備えた
掘進ロッド先端部に開閉可能に設けた攪拌羽根に依って
道床下部の軟弱地盤を攪拌すると共に、攪拌した軟弱地
盤に土壌固化剤を注入する線路盤改良機において、前記
掘進ロッド駆動用枠体を前記軌道台車の側縁を超えて横
に移動可能に構成したことを特徴とする線路地盤改良機
A frame body for driving the digging rod of track base B is provided, and the soft ground at the bottom of the track bed is stirred by a stirring blade which is provided on the tip of the digging rod so as to be openable and closable, and the soil is added to the stirred soft ground. A track bed improvement machine for injecting a solidifying agent, characterized in that the digging rod driving frame is configured to be movable laterally beyond the side edge of the track bogie.
JP4363683A 1983-03-16 1983-03-16 Road-bed improver with movable excavation rod frame Pending JPS59170319A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4363683A JPS59170319A (en) 1983-03-16 1983-03-16 Road-bed improver with movable excavation rod frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4363683A JPS59170319A (en) 1983-03-16 1983-03-16 Road-bed improver with movable excavation rod frame

Publications (1)

Publication Number Publication Date
JPS59170319A true JPS59170319A (en) 1984-09-26

Family

ID=12669349

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4363683A Pending JPS59170319A (en) 1983-03-16 1983-03-16 Road-bed improver with movable excavation rod frame

Country Status (1)

Country Link
JP (1) JPS59170319A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61130518A (en) * 1984-11-29 1986-06-18 Mitani Takeshi Improvement of underwater ground
JPH02269201A (en) * 1989-04-07 1990-11-02 Yoshiaki Togawa Mud pumping preventing construction method for railway roadbed

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61130518A (en) * 1984-11-29 1986-06-18 Mitani Takeshi Improvement of underwater ground
JPH0378889B2 (en) * 1984-11-29 1991-12-17 Mitani Takeshi
JPH02269201A (en) * 1989-04-07 1990-11-02 Yoshiaki Togawa Mud pumping preventing construction method for railway roadbed

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