JP2011047155A - Soil-, soil-nature-, and ground-improving machine with bucket mixer - Google Patents

Soil-, soil-nature-, and ground-improving machine with bucket mixer Download PDF

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JP2011047155A
JP2011047155A JP2009195086A JP2009195086A JP2011047155A JP 2011047155 A JP2011047155 A JP 2011047155A JP 2009195086 A JP2009195086 A JP 2009195086A JP 2009195086 A JP2009195086 A JP 2009195086A JP 2011047155 A JP2011047155 A JP 2011047155A
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soil
bucket
stirring
rotating
blades
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JP4708489B2 (en
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Mitsuru Kawabata
満 川幡
Motohiro Okada
元宏 岡田
Yukio Sakai
幸雄 酒井
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FRESCO OVO KK
FRESCO-OVO KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a soil-, soil-nature-, and ground-improving machine with a bucket mixer having a stirring facilitating means that makes more effective construction management of fluidized soil produced when mixing the deep layer soil and shallow layer soil in soil-, soil-nature-, and ground-improving work. <P>SOLUTION: A bucket 2 of the bucket mixer contains a plurality of rotary stirring blades 5 having a drilling function and a rotary stirring function, and a nonrotary stirring blade 17 set between adjacent two rotary stirring blades 5 to serve as the stirring facilitating means. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、土壌や土質および地盤改良工事における深層及び浅層の各混合時の流動化処理土の施工管理に適したバケットミキサー付き土壌や土質および地盤改良機械に関する。   The present invention relates to soil, soil and ground improvement machines with a bucket mixer suitable for construction management of fluidized soil when mixing deep and shallow layers in soil, soil and ground improvement work.

従来の土壌や土質および地盤改良工法は、現地土壌とセメントや水、その他の添加材を機械撹拌混合して固化させることにより、次のように行われている。   The conventional soil, soil quality, and ground improvement methods are carried out as follows by mixing the local soil with cement, water, and other additives by mechanical stirring and solidifying.

この地盤改良工法では、図6に示されるように、建造物の基礎を構築すべき位置の地盤の現地土壌を掘削・排土して所定大きさの空所52を形成する空所形成作業と、空所52内でセメント等の固化材と水とを撹拌混合して固化材混入スラリーを生成する固化材混入スラリー生成作業と、空所52内で固化材混入スラリーと先に掘削・排土した現地土壌Sを撹拌混合して固化材と現地土壌混合スラリーを生成する固化材・現地土壌混合スラリー生成作業とを順次行い、その固化材と現地土壌混合スラリーを固化させることによって改良地盤(改良体K)を構築している(特許文献1)。   In this ground improvement method, as shown in FIG. 6, a void forming operation for excavating and discharging the soil on the ground at a position where the foundation of the building is to be constructed to form a void 52 of a predetermined size; In the void 52, the solidified material such as cement and water are agitated and mixed to generate a solidified material mixed slurry, and the solidified material mixed slurry is excavated and discharged first in the void 52. The mixed soil and local soil mixed slurry are generated in order by stirring and mixing the local soil S to produce a solidified material and a local soil mixed slurry, and then solidifying the solidified material and the local soil mixed slurry. Body K) is constructed (Patent Document 1).

なお、この土壌や土質および地盤改良工法で構築される改良体Kは、建造物の基礎が設置される部分ごとに平面四角形状に形成してもよく、又は各基礎にまたがるように連続壁状態に形成してもよい。なお、改良体を連続壁状態で形成する場合は、適宜長さ(例えば2〜3m)に区分けしながら行うとよい。   In addition, the improvement body K constructed | assembled by this soil, soil, and ground improvement construction method may form in a planar square shape for every part in which the foundation of a building is installed, or it is a continuous wall state so that it may straddle each foundation. You may form in. In addition, when forming an improved body in a continuous wall state, it is good to carry out, dividing into length (for example, 2-3 m) suitably.

空所形成作業では、建造物の基礎が構築される位置の現地土壌は掘削機60を使用して掘削・排土し、その掘削した現地土壌Sを空所52の近くに盛土しておく。このように、予め空所52を形成すると、空所52の底部の支持地盤の状態を目視又は接触等によって直接確認することができる。しかし、空所が狭い時や少ない場合は、底部の支持層を試掘確認したら直ちに本施工に入る事もできる。   In the void formation work, the local soil at the position where the foundation of the building is constructed is excavated and discharged using the excavator 60, and the excavated local soil S is filled near the void 52. Thus, if the void 52 is formed in advance, the state of the support ground at the bottom of the void 52 can be directly confirmed by visual observation or contact. However, when the space is small or small, the construction can be started immediately after confirming the bottom support layer.

なお、形成される空所52は、地表から比較的浅い範囲に形成されるために、掘削機60としてバックホーのような比較的簡易な掘削機(中型機)が使用可能である。また形成される空所深さが約5m以深の場合は、施工機械のアームが長い大型機に変えて施工を行うことができる。   Since the formed void 52 is formed in a relatively shallow range from the ground surface, a relatively simple excavator (medium sized machine) such as a backhoe can be used as the excavator 60. Moreover, when the space depth to be formed is about 5 m or deeper, the construction machine can be constructed by changing to a large machine with a long arm of the construction machine.

また、掘削機60は、バケット61部分に撹拌装置62を備えており、バケット61による掘削機能と撹拌装置62による回転撹拌機能を兼備している。以下では、このようなバケットによる掘削機能と攪拌装置による攪拌機能を兼備しているものをバケットミキサーと呼ぶこととする。   Further, the excavator 60 includes a stirring device 62 in the bucket 61 portion, and has both a drilling function by the bucket 61 and a rotary stirring function by the stirring device 62. Below, what has the excavation function by such a bucket and the stirring function by a stirring apparatus shall be called a bucket mixer.

形成した空所52の付近には、固化材を所定量ずつ分包した複数個の固化材入り袋Caを運んでおく。このようにしておくと、計量しなくても1回当たり何袋分の固化材を投入するかで固化材量を把握できる。又、空所52の近くに水管63の注水口64を導いておく。なお、水管63には、バルブ65と流量計66が設けられており、流量計66を見ながら空所52内に注水すると、正確な量を加水できる。   In the vicinity of the formed void 52, a plurality of solidified material-containing bags Ca each containing a predetermined amount of the solidified material are carried. By doing so, the amount of solidified material can be grasped by how many bags of solidified material are charged per time without weighing. Further, a water inlet 64 of the water pipe 63 is led near the empty space 52. The water pipe 63 is provided with a valve 65 and a flow meter 66. When the water is poured into the empty space 52 while looking at the flow meter 66, an accurate amount can be added.

また、空所付近に余裕がある敷地の場合は、プラント式にセメント固化材と水を予め撹拌混合して排出ポンプと輸送ホースで空所52まで送り、投入量を計測しながら撹拌混合する方法もできる。   In addition, in the case of a site with a margin in the vicinity of the empty space, a method of stirring and mixing the cement solidifying material and water in advance in a plant type, sending them to the empty space 52 with a discharge pump and a transport hose, and stirring and mixing while measuring the input amount You can also.

特開2008−106467号公報JP 2008-106467 A

これまでのバケットミキサーは、バケット内に掛け渡した回転軸に、その軸方向に間隔をおいて複数の回転撹拌翼が取付けられているが、回転撹拌翼の取り付け間隔より撹拌混合したい現地土の土塊の大きさが大きい場合は、回転撹拌翼の取り付けた間隔や格子網目の隙間から落下や送出がなされず、そこで空回りや供回りが起こり迅速な粉砕ができず効率が上がらない。   In conventional bucket mixers, multiple rotating agitating blades are attached to the rotating shaft spanned in the bucket at intervals in the axial direction. When the size of the clot is large, it is not dropped or sent out from the interval at which the rotary agitating blades are attached or the gaps in the lattice mesh.

本発明は、土壌や土質および地盤改良工事における深層及び浅層の各混合時の流動化処理土の施工管理を、より効果的にする撹拌促進手段を備えたバケットミキサー付き土壌や土質および地盤改良機械を提供しようとするものである。   The present invention relates to soil, soil and ground improvement with a bucket mixer equipped with a stirring promoting means for making the construction management of fluidized soil more effective when mixing deep and shallow layers in soil, soil and ground improvement work. Is to provide a machine.

本発明によるバケットミキサー付き土壌や土質および地盤改良機械は、バケット内に、掘削機能と回転攪拌機能を持つ回転攪拌翼を複数枚備え、隣り合う2枚の前記回転攪拌翼の間に、非回転攪拌翼を備えたことを特徴とする。   The soil, soil and ground improvement machine with a bucket mixer according to the present invention includes a plurality of rotary stirring blades having excavation function and rotary stirring function in a bucket, and non-rotating between two adjacent rotary stirring blades. A stirring blade is provided.

本発明によるバケットミキサー付き土壌や土質および地盤改良機械においては、前記複数の回転攪拌翼のそれぞれは、前記バケット内に横向きに掛け渡された回転軸に取付けられて、該回転軸を間にしてその直径方向に延びる少なくとも2枚のブレードから成り、前記複数の回転攪拌翼はまた、それぞれの延在方向が互いに異なるようにされていることが望ましい。この場合、前記非回転攪拌翼は、回転軸を間にしてその直径方向に延びるように配置されてその両端がバケット内の固定部に固定され、その中間部を前記回転軸が回転可能に貫通するように構成される。   In the soil or soil and ground improvement machine with a bucket mixer according to the present invention, each of the plurality of rotary stirring blades is attached to a rotary shaft that is stretched horizontally in the bucket, with the rotary shaft in between. It is desirable that the blades are composed of at least two blades extending in the diametrical direction, and the plurality of rotary stirring blades are also configured so that their extending directions are different from each other. In this case, the non-rotating agitating blade is arranged so as to extend in the diameter direction with the rotating shaft in between, and both ends thereof are fixed to fixed portions in the bucket, and the rotating shaft penetrates through the intermediate portion so that the rotating shaft can rotate. Configured to do.

本発明によれば、バケットミキサー付き土壌や土質および地盤改良機械におけるバケットミキサーの回転軸に複数枚の回転撹拌翼を設置し、しかも回転攪拌翼と交互に且つ適切な間隔をおいて非回転撹拌翼を配置したことにより、回転攪拌翼と非回転攪拌翼との間での土塊の切断や粉砕の効率が良くなり、結果的に施工性能を向上させることができる。   According to the present invention, a plurality of rotating agitating blades are installed on the rotating shaft of a bucket mixer in soil or soil and ground improvement machines with a bucket mixer, and the rotating agitating blades are alternated with the rotating agitating blades at appropriate intervals. By arranging the blades, the efficiency of cutting and crushing the clot between the rotating stirring blade and the non-rotating stirring blade is improved, and as a result, the construction performance can be improved.

従って、本発明によるバケットミキサー付き土壌や土質および地盤改良機械によれば、施工時間の短縮化や施工品質の向上を実現することができる。   Therefore, according to the soil with a bucket mixer and the soil and ground improvement machine according to the present invention, it is possible to shorten the construction time and improve the construction quality.

本発明によるバケットミキサー付き土壌や土質および地盤改良機械を、バックホーに適用した場合におけるバケットミキサーを側面側から見た断面図である。It is sectional drawing which looked at the bucket mixer at the time of applying the soil with a bucket mixer by this invention, soil, and a ground improvement machine to a backhoe from the side surface side. 図1に示したバケットミキサーの一部断面正面図である。It is a partial cross section front view of the bucket mixer shown in FIG. 図1に示したバケットミキサーの側面図である。It is a side view of the bucket mixer shown in FIG. 図1に示したバケットミキサーの正面図である。It is a front view of the bucket mixer shown in FIG. 本発明によるバケットミキサー付き土壌や土質および地盤改良機械の一例である、バックホーと呼ばれる機械による掘削、攪拌を説明するための図である。It is a figure for demonstrating excavation and stirring by the machine called a backhoe which is an example of the soil and soil quality with a bucket mixer by this invention, and a ground improvement machine. 従来の土壌や土質および地盤改良工法の一例を説明するための斜視図である。It is a perspective view for demonstrating an example of the conventional soil, soil quality, and a ground improvement construction method. 従来型と本発明によるバケットミキサーに対して行なった性能比較試験の結果を示す図である。It is a figure which shows the result of the performance comparison test done with respect to the conventional type and the bucket mixer by this invention.

以下に、流動化処理土の施工管理に適した、本発明によるバケットミキサー付き土壌や土質および地盤改良機械の実施形態について、図1〜図5を参照して説明する。   Hereinafter, embodiments of soil and soil quality with a bucket mixer and ground improvement machine according to the present invention suitable for construction management of fluidized soil will be described with reference to FIGS. 1 to 5.

図5は、本発明によるバケットミキサー付き土壌や土質および地盤改良機械の一例としてバックホーと呼ばれる機械による掘削、攪拌を示す。   FIG. 5 shows excavation and agitation by a machine called a backhoe as an example of soil and soil and ground improvement machines with a bucket mixer according to the present invention.

バックホー70は、第1アーム71と第2アーム72を有し、第2アーム72の先端にバケットミキサー73を備える。   The backhoe 70 has a first arm 71 and a second arm 72, and a bucket mixer 73 is provided at the tip of the second arm 72.

図5(A)は、バックホー70が、第1アーム71と第2アーム72を介してバケットミキサー73を改良土層(地盤)内に挿入し、掘削している状態を示す。   FIG. 5A shows a state where the backhoe 70 is excavating by inserting the bucket mixer 73 into the improved soil layer (ground) via the first arm 71 and the second arm 72.

図5(B)は、バックホー70が、バケットミキサー73を上下左右方向に移動させて地盤内の改良土層内を攪拌している状態を示す。   FIG. 5B shows a state where the backhoe 70 is stirring the improved soil layer in the ground by moving the bucket mixer 73 in the vertical and horizontal directions.

このようなバックホー等による機械を使用して建造物の基礎が構築される位置の現地土壌を掘削・排土し、流動化処理土の施工管理を行なうときの工程については、図6を参照して説明したので、この工程と同様な点の説明は省略する。   Refer to Fig. 6 for the process when excavating and discharging the soil at the location where the foundation of the building is constructed using such a backhoe machine and managing the construction of fluidized soil. Therefore, description of the same points as in this step will be omitted.

図7は、本発明による新案型(回転攪拌翼のブレード総数6枚(3箇所×2枚))と従来型(回転攪拌翼のブレード総数10枚(5箇所×2枚))のバケットミキサーについて行った性能比較試験の結果を示す。図7(A)は、バケットミキサーの機械性能や仕様を示し、図7(B)はその比較試験の結果である。   FIG. 7 shows a bucket mixer of a new type (total number of blades of rotating agitating blades 6 (3 locations × 2)) and a conventional type (total number of blades of rotating agitating blades 10 (5 locations × 2)) according to the present invention. The result of the performance comparison test performed is shown. FIG. 7A shows the mechanical performance and specifications of the bucket mixer, and FIG. 7B shows the result of the comparison test.

図7のバケットミキサーの性能比較試験から、砂質土は従来型より新案型が低い強度となるが、他の土質(ロームと粘性土)では強度の差が少なく同等の結果となる。これらから、砂質土の地盤は良く撹拌できる地盤材料で大きな強度(一軸圧縮強度試験)が得られるが、他の土質(ロームと粘性土)では撹拌が十分でなくかつ弱く低い強度なのにも関わらず、その差が顕著に現れないのはバケットミキサーの撹拌効率に寄与しているといえる。   From the performance comparison test of the bucket mixer in FIG. 7, the sandy soil has a lower strength than the conventional type, but the other soils (the loam and the cohesive soil) have the same difference in strength. From these, the ground of sandy soil is a ground material that can be well agitated and can provide high strength (uniaxial compressive strength test), but other soils (loam and cohesive soil) have insufficient agitation and are weak and have low strength. It can be said that the difference does not appear remarkably, which contributes to the stirring efficiency of the bucket mixer.

図1〜図4は、本発明によるバケットミキサー付き土壌や土質および地盤改良機械を、図5で説明したバックホーに適用した場合におけるバケットミキサーを示す図であり、図1は側面側から見た断面図、図2は一部断面正面図、図3は側面図、図4は正面図を示す。   1-4 is a figure which shows the bucket mixer at the time of applying the soil with a bucket mixer by this invention, soil, and a ground improvement machine to the backhoe demonstrated in FIG. 5, FIG. 1 is the cross section seen from the side surface side. 2 is a partially sectional front view, FIG. 3 is a side view, and FIG. 4 is a front view.

バケットミキサーはバケット2を有し、ハウジング3内には、横向きに回転軸4が回転可能に支持されている。回転軸4には、軸方向に間隔をおいてここでは3枚の回転撹拌翼5が取付けられている。回転攪拌翼5は、回転軸4を間にしてその直径方向に延びる少なくとも2枚のブレードから成り、各ブレードの先端には周方向に延びるカッター(爪)6が取付けられている。図1には回転攪拌翼5の正回転方向を実線の矢印、逆転方向を破線の矢印でそれぞれ示しており、ブレード先端におけるカッター6の延在方向は正回転方向である。3枚の回転攪拌翼5はまた、回転軸4を中心とする延在方向の角度が互いに異なるようにされている。   The bucket mixer has a bucket 2, and a rotating shaft 4 is rotatably supported in the housing 3 in a lateral direction. Here, three rotary stirring blades 5 are attached to the rotary shaft 4 at intervals in the axial direction. The rotary stirring blade 5 is composed of at least two blades extending in the diameter direction with the rotary shaft 4 therebetween, and a cutter (claw) 6 extending in the circumferential direction is attached to the tip of each blade. In FIG. 1, the forward rotation direction of the rotary stirring blade 5 is indicated by a solid line arrow, and the reverse rotation direction is indicated by a broken line arrow, and the extending direction of the cutter 6 at the blade tip is the forward rotation direction. The three rotary stirring blades 5 are also configured so that the angles in the extending direction around the rotation shaft 4 are different from each other.

本発明によるバケットミキサーは、隣り合う回転撹拌翼5の間に適切な間隔をおいて非回転撹拌翼(固定翼)17を攪拌促進ブレードとして備えることを特徴とする。非回転攪拌翼17は、回転軸4を間にしてその直径方向に延び、両端がハウジング3(バケット2)の固定部に固定され、中間部を回転軸4が回転可能に貫通している。ここでは、非回転攪拌翼17の一端はハウジング3の後部の上部内壁、他端はハウジング3の開口に近い前端側にそれぞれ固定されているが、固定位置はこれらの場所に限定されるものではない。非回転攪拌翼17は、回転攪拌翼5が3枚の場合には2枚で回転攪拌翼の数に応じて設置枚数も変わる。また、ここでは、2枚の非回転攪拌翼17は、回転軸4を中心とする延在方向の角度が同じになるようにしているが、これに限定されるものではない。   The bucket mixer according to the present invention is characterized in that a non-rotating stirring blade (fixed blade) 17 is provided as a stirring promoting blade with an appropriate interval between adjacent rotating stirring blades 5. The non-rotating stirring blade 17 extends in the diametrical direction with the rotating shaft 4 therebetween, and both ends are fixed to a fixing portion of the housing 3 (bucket 2), and the rotating shaft 4 passes through an intermediate portion in a rotatable manner. Here, one end of the non-rotating stirring blade 17 is fixed to the upper inner wall of the rear part of the housing 3, and the other end is fixed to the front end side close to the opening of the housing 3, but the fixing position is not limited to these places. Absent. When the number of the rotary stirring blades 5 is three, the number of the non-rotating stirring blades 17 is changed according to the number of the rotary stirring blades. In addition, here, the two non-rotating stirring blades 17 have the same angle in the extending direction around the rotating shaft 4, but the present invention is not limited to this.

次に、ハウジング3に設置されている動力伝達部7について説明する。動力伝達部7は、油圧モーター8と、油圧モーター8の出力軸に固定されている第1歯車9と、回転軸4に固定されている第2歯車10と、第1歯車9と第2歯車10の間に掛け渡されているチェーン11とから構成される。   Next, the power transmission unit 7 installed in the housing 3 will be described. The power transmission unit 7 includes a hydraulic motor 8, a first gear 9 fixed to the output shaft of the hydraulic motor 8, a second gear 10 fixed to the rotating shaft 4, a first gear 9 and a second gear. The chain 11 is stretched between 10.

土壌や土質および地盤改良用の固化剤液は、グラウトホース12内を流れてハウジング3内に至り、4箇所の固化剤液吐出口(ノズル)(図示省略)から各回転攪拌翼5の付近に流出する。   The solidifying agent liquid for soil, soil quality and ground improvement flows through the grout hose 12 to the housing 3, and close to each rotary stirring blade 5 from four solidifying agent liquid discharge ports (nozzles) (not shown). leak.

バケット2には傾斜計14が設置されるが、傾斜計はバックホーのアーム部にも設置(2軸式の場合2箇所)される。図示しない制御装置は、各アーム長と傾斜計の検出した角度から傾斜計を設置した各位置を演算し、基準の地表面からバケット2の先端刃先までの位置と深さを算出する。   An inclinometer 14 is installed in the bucket 2, and the inclinometer is also installed in the arm portion of the backhoe (two locations in the case of a 2-axis type). A control device (not shown) calculates each position where the inclinometer is installed from each arm length and the angle detected by the inclinometer, and calculates the position and depth from the reference ground surface to the tip edge of the bucket 2.

バケット2の下部前端には、4個の爪(カッター)15が固定されている。図示は省略しているが、ハウジング3の下部における後部は網目格子とされる。この網目格子は、格子より小さい粘性土やローム・シルト粘土の土塊や砂利・土砂は通過させるが、それより大きい土塊や砂礫、またはごみ等は通過させない役目をする。   Four claws (cutters) 15 are fixed to the lower front end of the bucket 2. Although not shown, the rear portion of the lower portion of the housing 3 is a mesh lattice. This mesh lattice serves to pass viscous soils, loam and silt clay clumps, gravel and earth and sand which are smaller than the lattice, but not larger clumps, gravel or dust.

油圧モーター8が回転すると、動力伝達部7を介して回転撹拌翼5は図1に実線で示される正転方向に回転するので、バケット2内に取り込まれた現地土壌と固化剤液吐出口から導入された固化剤液が撹拌される。   When the hydraulic motor 8 rotates, the rotary stirring blade 5 rotates in the normal rotation direction indicated by the solid line in FIG. 1 via the power transmission unit 7, so that the local soil taken into the bucket 2 and the solidifying agent liquid discharge port The introduced solidifying agent liquid is stirred.

なお、回転撹拌翼5が図1に破線で示される逆転方向に回転すると、網目格子を通過できなかった砂礫や小石やごみ等がハウジング3の開口から排出される。   Note that when the rotary stirring blade 5 rotates in the reverse direction indicated by the broken line in FIG. 1, gravel, pebbles, dust, and the like that could not pass through the mesh lattice are discharged from the opening of the housing 3.

以上説明してきたように、バケットミキサーの回転軸4に複数枚の回転撹拌翼5を設置し、しかも回転攪拌翼5と交互に且つ適切な間隔をおいて非回転撹拌翼17を配置したことにより、回転攪拌翼5と非回転攪拌翼17の間での土塊の切断や粉砕の効率が良くなり、結果的に施工性能を向上させることができる。つまり、回転軸4を回転させると、回転撹拌翼5と非回転撹拌翼17との間で強制的にせん断(はさみで切るような状態)や粉砕が行えるので、撹拌促進手段としての効果を創出できる。   As described above, a plurality of rotating stirring blades 5 are installed on the rotating shaft 4 of the bucket mixer, and the non-rotating stirring blades 17 are arranged alternately and at appropriate intervals with the rotating stirring blades 5. The efficiency of cutting and crushing the clot between the rotary stirring blade 5 and the non-rotating stirring blade 17 is improved, and as a result, the construction performance can be improved. That is, when the rotary shaft 4 is rotated, shearing (cut with scissors) and pulverization can be forcibly performed between the rotating stirring blade 5 and the non-rotating stirring blade 17, thereby creating an effect as a stirring promoting means. it can.

本発明によるバケットミキサー付き土壌や土質および地盤改良機械は、土壌や土質および地盤改良工事における深層及び浅層の各混合時の流動化処理土の施工管理に適し、施工性能や施工時間などの効率向上に寄与する。   The soil, soil and ground improvement machine with a bucket mixer according to the present invention is suitable for construction management of fluidized soil during mixing of deep and shallow layers in soil, soil and ground improvement work, and efficiency such as construction performance and construction time. Contributes to improvement.

なお、図示しての詳しい説明は省略するが、回転軸は1軸のみならず、2軸や多数軸でも同じ効果が得られる。   In addition, although the detailed description shown in figure is abbreviate | omitted, the same effect is acquired not only in 1 axis | shaft but in 2 axes | shafts and many axes.

2 バケット
3 ハウジング
4 回転軸
5 回転撹拌翼
6 カッター
7 動力伝達部
8 油圧モーター
9 第1歯車
10 第2歯車
11 チェーン
12 グラウトホース
14 傾斜計
15 バケット部爪(カッター)
17 非回転撹拌翼
2 Bucket 3 Housing 4 Rotating shaft 5 Rotating stirring blade 6 Cutter 7 Power transmission unit 8 Hydraulic motor 9 First gear 10 Second gear 11 Chain 12 Grout hose 14 Inclinometer 15 Bucket claw (cutter)
17 Non-rotating stirring blade

Claims (3)

バケット内に、掘削機能と回転攪拌機能を持つ回転攪拌翼を複数枚備える土壌や土質および地盤改良機械において、
隣り合う2枚の前記回転攪拌翼の間に、非回転攪拌翼を備えたことを特徴とするバケットミキサー付き土壌や土質および地盤改良機械。
In soil and soil and ground improvement machines that have multiple rotary stirring blades with excavation function and rotary stirring function in the bucket,
A soil, soil and ground improvement machine with a bucket mixer, comprising a non-rotating stirring blade between two adjacent rotating stirring blades.
前記複数の回転攪拌翼のそれぞれは、前記バケット内に横向きに掛け渡された回転軸に取付けられて、該回転軸を間にしてその直径方向に延びる少なくとも2枚のブレードから成り、前記複数の回転攪拌翼はまた、それぞれの延在方向が互いに異なるようにされていることを特徴とする請求項1に記載のバケットミキサー付き土壌や土質および地盤改良機械。   Each of the plurality of rotary stirring blades is attached to a rotary shaft that is laterally spanned in the bucket, and includes at least two blades extending in the diameter direction with the rotary shaft interposed therebetween. 2. The soil, soil and ground improvement machine with a bucket mixer according to claim 1, wherein the rotating agitating blades also have different extending directions. 前記非回転攪拌翼は、回転軸を間にしてその直径方向に延びるように配置されてその両端がバケット内の固定部に固定され、その中間部を前記回転軸が回転可能に貫通していることを特徴とする請求項2に記載のバケットミキサー付き土壌や土質および地盤改良機械。   The non-rotating stirring blade is disposed so as to extend in the diametrical direction with a rotating shaft in between, and both ends thereof are fixed to fixed portions in the bucket, and the rotating shaft penetrates through the intermediate portion so as to be rotatable. The soil, soil and ground improvement machine with a bucket mixer according to claim 2.
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106926343A (en) * 2017-04-25 2017-07-07 泉州市劲力工程机械有限公司 A kind of multipurpose agitating device for being applied to site construction
CN110761347A (en) * 2019-09-30 2020-02-07 中电建生态环境集团有限公司 Fluidized soil construction equipment
JP2020133361A (en) * 2019-02-26 2020-08-31 五洋建設株式会社 Quality management method of viscous soil loosening treatment and system
JP6999084B1 (en) 2020-10-07 2022-01-18 株式会社Jfdエンジニアリング bucket

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07216870A (en) * 1994-02-03 1995-08-15 Kato Kensetsu:Kk Foundation improving machine
JP2875692B2 (en) * 1992-11-17 1999-03-31 株式会社タグチ工業 Stirring bucket

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2875692B2 (en) * 1992-11-17 1999-03-31 株式会社タグチ工業 Stirring bucket
JPH07216870A (en) * 1994-02-03 1995-08-15 Kato Kensetsu:Kk Foundation improving machine

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106926343A (en) * 2017-04-25 2017-07-07 泉州市劲力工程机械有限公司 A kind of multipurpose agitating device for being applied to site construction
JP2020133361A (en) * 2019-02-26 2020-08-31 五洋建設株式会社 Quality management method of viscous soil loosening treatment and system
JP7165075B2 (en) 2019-02-26 2022-11-02 五洋建設株式会社 Quality control method and system for clay dissolution treatment
CN110761347A (en) * 2019-09-30 2020-02-07 中电建生态环境集团有限公司 Fluidized soil construction equipment
JP6999084B1 (en) 2020-10-07 2022-01-18 株式会社Jfdエンジニアリング bucket
JP2022061521A (en) * 2020-10-07 2022-04-19 株式会社Jfdエンジニアリング bucket

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