JP3830646B2 - Drilling blade structure in continuous wall excavator - Google Patents

Drilling blade structure in continuous wall excavator Download PDF

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Publication number
JP3830646B2
JP3830646B2 JP35768697A JP35768697A JP3830646B2 JP 3830646 B2 JP3830646 B2 JP 3830646B2 JP 35768697 A JP35768697 A JP 35768697A JP 35768697 A JP35768697 A JP 35768697A JP 3830646 B2 JP3830646 B2 JP 3830646B2
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Japan
Prior art keywords
excavation
chain member
blade
continuous wall
digging
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 - Fee Related
Application number
JP35768697A
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Japanese (ja)
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JPH11181826A (en
Inventor
川 悦 雄 平
野 知 明 嶌
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Sanwa Kizai Co Ltd
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Sanwa Kizai Co Ltd
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Priority to JP35768697A priority Critical patent/JP3830646B2/en
Publication of JPH11181826A publication Critical patent/JPH11181826A/en
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  • Bulkheads Adapted To Foundation Construction (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、地中に連続壁を造成するための連続壁掘削機に係り、特にその掘削刃構造に関する。
【0002】
【従来の技術】
従来、地中に連続壁を造成する装置として、走行自在なベースマシンに立設されたガイドポストの外周面にそわせてチエン部材を無端回動自在に巻装し、このチエン部材の外面に掘削刃を設け、前記ガイドポストを縦穴内に挿入してチエン部材を回動させるとともにベースマシンを連続壁造成方向へ移動させてチエン部材の掘削刃により地盤を切り進み、同時にセメントミルク等の薬液を供給して土砂と混合させることにより連続壁を造成して行くようになされたものがある。
【0003】
【発明が解決しようとする課題】
しかるに従来の装置では、その掘削刃が地盤を切り進むためのみの働きをなさしめているため、チエン部材の外面側だけに掘削刃が設けられたものであり、それ故掘削して切り進む方向に対し左右の側面となる掘削壁面が荒れやすく、側壁面の崩壊が起きやすいという問題点があった。
【0004】
一方、従来の掘削刃は、チエン部材の外面に均等長さで突出されていたため、掘進時における地盤への食い込み力が屡々不足をきたして掘進不能に陥入ることがあり、そのためガイドポストを傾斜させるなど余分な手段を講じる必要があるという問題点があった。
【0005】
【課題を解決するための手段】
本発明は、連続壁造成時における掘削側壁面を強化するとともに、掘進方向への掘削能力の増大を図ることを目的になされたものである。
【0006】
上記目的を達成するために本発明は、走行自在に立設されたガイドポストの外周面にそわせてチエン部材を無端回動自在に巻装し、このチエン部材に掘削刃を設けた連続壁掘削機において、前記チエン部材の外面側に掘進用掘削刃を突設するとともに内面側に掘削土砂押付け用テーパー面を有する側壁面強化用掘削刃を突設し、前記側壁面強化用掘削刃による掘削幅を前記掘進用掘削刃による掘削幅より大としたことを特徴とする。
【0007】
【発明の実施の形態】
以下、本発明を図面に示す実施の形態を参照して説明する。
図1は本発明を適用する連続壁掘削機の一例を示すもので、図1(A)は全体の略示側面を、図1(B)はチエン部分のみの正面を示しており、この掘削機の基本構成は従来のものと同様に走行自在なベースマシン1のフレーム2に昇降および旋回可能に立設されたガイドポスト3を有し、このガイドポスト3の外周面にそってチエン部材4が駆動装置5により無端回動自在に巻装され、このチエン部材4に掘削刃が設けられていて、チエン部材4の回動により地盤を掘削し、ベースマシン1の移動により地盤を切り進みながら掘削土砂とセメントミルク等の薬液とを混合撹拌して地中に連続壁を造成して行くことができるようになっている。
【0008】
上記チエン部材4は、図2(A)にその一部の長さ領域を拡大した側面図を、図2(B)にその一部の拡大図を、さらに図3にガイドポスト3を含む全体の水平断面図を示すように、前記チエン部材4の一つ置きのリンク4a,4a…の外面側にベースプレート6,6…が固着され、このベースプレート6の外面側に掘進用掘削刃7,7…が、ベースプレート6の内面側両側端位置に側壁面強化用掘削刃8,8がそれぞれ突設されている。
【0009】
前記掘進用刃7は、例えば図6に示すように平面よりみて各ベースプレート6に設けられるそれぞれの掘削刃がベースプレート6の幅方向全域を埋め合うように配置して突設されている。
【0010】
そしてチエン部材4の回動方向所要範囲(図5のYの範囲)の掘進用掘削刃は、図2(A)にその該当部分を示すように、掘進用掘削刃71 ,72 ,73 のように徐々に突出長さをa,bだけ異ならせてあり、この範囲が変形掘削刃領域Yとされている。図2(A)の例では、チエン部材4の回転方向が正転、逆転の2態様をとる場合を考慮して、最も突出長さの長い掘進用掘削刃73 を中央にしてその前後が徐々に突出長さが短くなる掘進用掘削刃72 ,71 を配列する形態とされている。上記変形掘削刃領域Yは、チエン部材4の全周のうち1箇所乃至2箇所程度設けるようにすることが好ましい。
【0011】
前記側壁面強化用掘削刃8,8は、前記ベースプレート6の内面側両端に傾斜してテーパー面9を形成するように突設され、その刃先8aは、図4にみられるように掘進用掘削刃7による掘削幅L1 よりも若干広い掘削幅L2 が得られるよう最外端の掘進掘削刃7,7の刃先7a,7aよりも若干外側方に突出した位置とされている。
【0012】
上記掘進用掘削刃7列を上面よりみたとき、図6(A)のように複数本(図では3本)の掘削刃7′,7′,7′が他の掘削刃7より若干突出する形態とされるが、図6(B)のようなジグザク状になる配置、図6(C)のように中央が短く、両端に行くにつれて次第に長くなる谷状の配置、図6(D)のように中央が長く、両端に行くにつれて次第に短くなる山形の配置等、適宜選択することができる。
【0013】
また前記ガイドポスト3内には、従来と同様にセメントミルク等の薬液通路が設けられており、ガイドポスト3の下端部に開口された薬液吐出口11から掘削土砂内に薬液を注出するようになされている。
図3、図4において斜線部分は地盤を示す。
【0014】
次に上記実施形態の作用を説明する。
【0015】
連続壁を造成すべき地盤に予め縦孔を削孔しておき、この縦孔内にガイドポスト3を挿入したのちチエン部材4を無端回動させるとともに薬液吐出口11からセメントミルク、ベントナイト等の薬液を供給しつつベースマシン1を連続壁造成方向に走行させる。これによりチエン部材4の外周面に突設された掘進用掘削刃7により地盤が掘削され、横方向に掘削溝が形成される。
【0016】
上記掘削時に、チエン部材4の外面側の掘進用掘削刃7により地盤が掘削されて切り進むが、この際掘削された掘削溝の側壁面10,10は荒削り状態であり、ぼろぼろの状態であるが、チエン部材4の内面側の側壁面強化用掘削刃8,8の刃先8aが掘削溝の側壁面10,10に当ってその側壁面10,10を切削するとともに、掘削された土砂を側壁面強化用掘削刃8,8のテーパ面9,9が側壁面10,10を押しつけるようにして進むことにより掘削面が押し固められ、これにより掘削面が微密な状態となって強化され、崩壊を起こすことが防がれる。
【0017】
また上記掘削に際しチエン部材4の外面側の掘進用掘削刃7列の一定範囲が変形掘削刃領域Yとされているので、この領域の掘進用掘削刃71 ,72 ,73 の短いものから順次長いものが地盤に当ることになり、その先端の刃先が順次地盤にくい込む形となって掘削され、地盤にくい込む力が集中して効率のよい切り進みを行わせることができる。
【0018】
【発明の効果】
以上説明したように請求項1に記載の発明によれば、チエン部材の外面側に設けられる掘進用掘削刃により横方向に溝を掘削したあと、その掘削溝の側壁面をチエン部材の内面側両端に設けた側壁面強化用掘削刃のテーパー面により荒れた掘削面が押し固められるので、側壁面の掘削面が強化され、後に崩壊するような事態を防止することができ、良好な連続壁を造成することができる。
【0019】
また請求項によれば、掘削時に掘進用掘削刃の地盤に対するくい込みをよくし、効率のよい掘削を行うことができる。
【図面の簡単な説明】
【図1】本発明の適用対象としての連続壁掘削機の一例を示し、(A)は全体の略示側面図、(B)はガイドポスト部分の正面図。
【図2】(A)はチエン部材の一部の側面図、(B)は一部の拡大断面図。
【図3】ガイドポストを含む全体の水平断面図。
【図4】掘削状態を示す説明図。
【図5】チエン部材の掘進用掘削刃の配列例を示す説明図。
【図6】(A)〜(D)は掘進用掘削はの水平方向の配列例を示す説明図。
【符号の説明】
1 ベースマシン
2 フレーム
3 ガイドポスト
4 チエン部材
6 ベースプレート
7(71 ,72 ,73 ,7′) 掘進用掘削刃
8 側壁面強化用掘削刃
9 テーパー面
10 側壁面
11 薬液吐出口
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a continuous wall excavator for creating a continuous wall in the ground, and more particularly to the excavating blade structure thereof.
[0002]
[Prior art]
Conventionally, as a device for creating a continuous wall in the ground, a chain member is wound endlessly along the outer peripheral surface of a guide post erected on a movable base machine, and the chain member is wound around the outer surface of the chain member. A drilling blade is provided, the guide post is inserted into the vertical hole to rotate the chain member, the base machine is moved in the continuous wall formation direction, and the ground is cut by the chain member drilling blade. Some are designed to build a continuous wall by supplying and mixing with earth and sand.
[0003]
[Problems to be solved by the invention]
However, in the conventional apparatus, since the excavating blade functions only to advance and cut the ground, the excavating blade is provided only on the outer surface side of the chain member. On the other hand, there are problems that the wall surface of the excavation which is the left and right side surfaces is easily roughened and the side wall surface is easily collapsed.
[0004]
On the other hand, the conventional excavating blade protrudes with an equal length on the outer surface of the chain member, so the biting force into the ground during excavation often falls short and can not be excavated. There was a problem that it was necessary to take extra measures such as making it happen.
[0005]
[Means for Solving the Problems]
The present invention as well as enhance the excavation side wall during continuous wall reclamation was made for the purpose of achieving an increase in excavation capability of the excavation direction.
[0006]
In order to achieve the above object, the present invention provides a continuous wall in which a chain member is wound endlessly along an outer peripheral surface of a guide post erected so that it can run freely, and a drilling blade is provided on the chain member. In the excavator, the excavating blade for excavation protrudes on the outer surface side of the chain member, and the excavating blade for reinforcing the side wall surface having the tapered surface for pressing excavated earth and sand protrudes on the inner surface side. The excavation width is made larger than the excavation width by the excavation cutting blade.
[0007]
DETAILED DESCRIPTION OF THE INVENTION
The present invention will be described below with reference to embodiments shown in the drawings.
FIG. 1 shows an example of a continuous wall excavator to which the present invention is applied. FIG. 1 (A) shows an overall schematic side view, and FIG. 1 (B) shows a front view of only a chain portion. The basic structure of the machine has a guide post 3 erected on a frame 2 of a base machine 1 that can run freely like a conventional machine so that it can be raised and lowered, and a chain member 4 along the outer peripheral surface of the guide post 3. Is wound endlessly by the drive device 5, and a drilling blade is provided on the chain member 4. The ground is excavated by the rotation of the chain member 4, and the ground is moved by moving the base machine 1. A continuous wall can be created in the ground by mixing and agitating excavated earth and sand and chemicals such as cement milk.
[0008]
The chain member 4 includes a side view in which a part of the length region is enlarged in FIG. 2 (A), a partly enlarged view in FIG. 2 (B), and a guide post 3 in FIG. As shown in the horizontal sectional view, base plates 6, 6... Are fixed to the outer surface side of every other link 4a, 4a... Of the chain member 4, and excavation blades 7 and 7 for excavation are attached to the outer surface side of this base plate 6. However, side wall surface reinforcing excavating blades 8 and 8 are respectively provided at both end positions on the inner surface side of the base plate 6.
[0009]
For example, as shown in FIG. 6, the digging blade 7 is provided so that each digging blade provided on each base plate 6 is arranged so as to fill the entire width direction of the base plate 6 when viewed from the plane.
[0010]
The excavation blades for excavation within the required range in the rotational direction of the chain member 4 (range Y in FIG. 5) are excavated excavation blades 7 1 , 7 2 , 7 as shown in FIG. 2A. As shown in FIG. 3, the projecting lengths are gradually changed by a and b, and this range is defined as a modified excavation blade region Y. In the example of FIG. 2 (A), the rotating direction of the chain member 4 forward, taking into account the case of adopting the second aspect of the reversal, its front and rear most protruding length long the excavation for digging edge 7 3 in the central The digging blades 7 2 and 7 1 for digging whose projecting length is gradually shortened are arranged. The deformed excavation blade region Y is preferably provided at about one or two places on the entire circumference of the chain member 4.
[0011]
The side wall surface reinforcing excavating blades 8 and 8 are provided so as to incline at both ends on the inner surface side of the base plate 6 so as to form tapered surfaces 9, and the cutting edge 8a thereof is excavated for excavation as seen in FIG. In order to obtain an excavation width L 2 slightly wider than the excavation width L 1 by the blade 7, the outermost excavation excavation blades 7, 7 are positioned so as to protrude slightly outward from the cutting edges 7 a, 7 a.
[0012]
When the above-described excavation blades 7 are viewed from above, a plurality of (three in the figure) excavation blades 7 ', 7', 7 'slightly protrude from the other excavation blades 7 as shown in FIG. 6B, a zigzag arrangement as shown in FIG. 6B, a valley-like arrangement where the center is short as shown in FIG. 6C and gradually increases toward both ends, as shown in FIG. In this way, it is possible to appropriately select a mountain-shaped arrangement in which the center is long and gradually decreases toward both ends.
[0013]
Further, in the guide post 3, a chemical liquid passage such as cement milk is provided in the same manner as in the past, and the chemical liquid is poured into the excavated earth from the chemical discharge port 11 opened at the lower end of the guide post 3. Has been made.
3 and 4, the hatched portion indicates the ground.
[0014]
Next, the operation of the above embodiment will be described.
[0015]
A vertical hole is drilled in advance in the ground where the continuous wall is to be formed, and after inserting the guide post 3 into this vertical hole, the chain member 4 is rotated endlessly and the chemical liquid discharge port 11 is used for cement milk, bentonite, etc. The base machine 1 is run in the continuous wall forming direction while supplying the chemical solution. As a result, the ground is excavated by the excavation cutting blade 7 projecting from the outer peripheral surface of the chain member 4, and excavation grooves are formed in the lateral direction.
[0016]
During the excavation, the ground is excavated by the excavation cutting blade 7 on the outer surface side of the chain member 4, and the side walls 10 and 10 of the excavated trenches are in a rough cut state and are in a rough state. However, the cutting edge 8a of the side wall surface reinforcing excavation blades 8 and 8 on the inner surface side of the chain member 4 hits the side wall surfaces 10 and 10 of the excavation groove and cuts the side wall surfaces 10 and 10, and the excavated earth and sand are side by side. As the taper surfaces 9 and 9 of the wall-strengthening excavating blades 8 and 8 are pushed so as to press the side wall surfaces 10 and 10, the excavation surface is compressed, thereby strengthening the excavation surface into a fine state, The collapse is prevented.
[0017]
In addition, since a certain range of the 7 excavation blades 7 on the outer surface side of the chain member 4 is defined as the deformed excavation blade region Y during the excavation, the excavation blades 7 1 , 7 2 , 7 3 in this region are short. Since the long one hits the ground sequentially, the tip of the tip is excavated in such a way that the ground becomes difficult to dig into the ground, and the force that digs into the ground is concentrated, so that efficient cutting can be performed.
[0018]
【The invention's effect】
As described above, according to the first aspect of the present invention, after excavating a groove in the lateral direction by the excavation cutting blade provided on the outer surface side of the chain member, the side wall surface of the excavation groove is used as the inner surface side of the chain member. Since the rough excavation surface is compressed by the tapered surfaces of the side wall surface reinforcing excavating blades provided at both ends, the excavation surface of the side wall surface is strengthened and can be prevented from collapsing later. Can be created.
[0019]
Further, according to the second aspect , the excavation blade for excavation can be bite into the ground during excavation, and efficient excavation can be performed.
[Brief description of the drawings]
FIG. 1 shows an example of a continuous wall excavator as an application target of the present invention, (A) is a schematic side view of the whole, and (B) is a front view of a guide post portion.
2A is a side view of a part of a chain member, and FIG. 2B is an enlarged cross-sectional view of a part.
FIG. 3 is an overall horizontal sectional view including a guide post.
FIG. 4 is an explanatory diagram showing an excavation state.
FIG. 5 is an explanatory view showing an arrangement example of excavation blades for excavating a chain member.
FIGS. 6A to 6D are explanatory diagrams showing examples of horizontal arrangement of excavation for excavation;
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Base machine 2 Frame 3 Guide post 4 Chain member 6 Base plate 7 (7 1 , 7 2 , 7 3 , 7 ') Excavation blade 8 for excavation Side wall surface reinforcement excavation blade 9 Tapered surface 10 Side wall surface 11 Chemical solution discharge port

Claims (2)

走行自在に立設されたガイドポストの外周面にそわせてチエン部材を無端回動自在に巻装し、このチエン部材に掘削刃を設けた連続壁掘削機において、前記チエン部材の外面側に掘進用掘削刃を突設するとともに内面側に掘削土砂押付け用テーパー面を有する側壁面強化用掘削刃を突設し、前記側壁面強化用掘削刃による掘削幅を前記掘進用掘削刃による掘削幅より大としたことを特徴とする連続壁掘削機における掘削刃構造。  In a continuous wall excavator in which a chain member is wound endlessly along an outer peripheral surface of a guide post erected so that it can run freely, and a drilling blade is provided on the chain member, on the outer surface side of the chain member A digging blade for digging is projected and a side wall surface reinforcing digging blade having a tapered surface for pressing digging earth and sand is projected on the inner surface side. Excavation blade structure in a continuous wall excavator characterized by being larger. 前記掘進用掘削刃の突出長さが前記チエン部材の回動方向にそって徐々に増すように、切削刃の長さを異ならせて突設した変形掘削刃領域を前記チエン部材に少くとも1箇所以上有していることを特徴とする請求項1に記載の連続壁掘削機における掘削刃構造。 At least one modified excavation blade region projecting with different cutting blade lengths is provided in the chain member so that the protruding length of the excavation blade gradually increases along the rotation direction of the chain member. The excavation blade structure in the continuous wall excavator according to claim 1, wherein the excavation blade structure has at least one location.
JP35768697A 1997-12-25 1997-12-25 Drilling blade structure in continuous wall excavator Expired - Fee Related JP3830646B2 (en)

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Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
JP35768697A JP3830646B2 (en) 1997-12-25 1997-12-25 Drilling blade structure in continuous wall excavator

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JPH11181826A JPH11181826A (en) 1999-07-06
JP3830646B2 true JP3830646B2 (en) 2006-10-04

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