JPS5829374B2 - Mixing stirring blade device for cut soil in soil improvement machine - Google Patents
Mixing stirring blade device for cut soil in soil improvement machineInfo
- Publication number
- JPS5829374B2 JPS5829374B2 JP5697080A JP5697080A JPS5829374B2 JP S5829374 B2 JPS5829374 B2 JP S5829374B2 JP 5697080 A JP5697080 A JP 5697080A JP 5697080 A JP5697080 A JP 5697080A JP S5829374 B2 JPS5829374 B2 JP S5829374B2
- Authority
- JP
- Japan
- Prior art keywords
- soil
- excavation
- blades
- blade
- stirring
- 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
Links
- 239000002689 soil Substances 0.000 title claims description 40
- 238000003756 stirring Methods 0.000 title claims description 26
- 238000002156 mixing Methods 0.000 title claims description 14
- 238000009412 basement excavation Methods 0.000 claims description 48
- 239000000945 filler Substances 0.000 claims description 13
- 238000013019 agitation Methods 0.000 claims description 7
- 239000000463 material Substances 0.000 description 9
- 230000002265 prevention Effects 0.000 description 7
- 235000016068 Berberis vulgaris Nutrition 0.000 description 2
- 241000335053 Beta vulgaris Species 0.000 description 2
- 239000004115 Sodium Silicate Substances 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 239000004927 clay Substances 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 238000000605 extraction Methods 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 239000008267 milk Substances 0.000 description 2
- 210000004080 milk Anatomy 0.000 description 2
- 235000013336 milk Nutrition 0.000 description 2
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 2
- 229910052911 sodium silicate Inorganic materials 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Description
【発明の詳細な説明】
この発明は、基礎工事などにかいて土壌とてん充材を機
械的に混合して固結するなど、地盤を円柱状に改良する
地盤改良機に係り、地盤の掘削撹拌混合を効率よく行な
うための切削土の混合攪拌翼装置に関するものである。[Detailed Description of the Invention] This invention relates to a ground improvement machine that improves the ground into a columnar shape by mechanically mixing and solidifying soil and filler for foundation work, etc. This invention relates to a cutting soil mixing agitation blade device for efficiently performing agitation and mixing.
従来、地盤を円柱状に改良する地盤改良機は第1図に示
すように掘削翼2、撹拌翼3を設けた掘削軸1を所定の
掘進機構により回転掘進させ、掘削時又は引抜時に掘削
軸1内に設けた流体通路(図示せず)より低圧で珪酸ソ
ーダ卦よびセメントミルク等のてん充材をてん充しなが
ら強制攪拌して固結するものである。Conventionally, a ground improvement machine that improves the ground into a columnar shape rotates and excavates an excavation shaft 1 equipped with excavation blades 2 and stirring blades 3 using a predetermined excavation mechanism, as shown in Fig. 1, and rotates the excavation shaft during excavation or pulling out. A filler such as sodium silicate and cement milk is filled with a filler material such as sodium silicate and cement milk at a low pressure through a fluid passage (not shown) provided in the container 1, and solidified by forcible stirring.
しかしながら、この種の地盤改良機は混合ヘッドにより
土壌を一旦削孔し、切削土中の間隙にてん充材を低圧で
供給し、てん充材と土壌を強制的に混合攪拌するために
、砂質土、シルト系の地盤には容易に施工できるもので
あるが粘性土特に固い粘性土やビート層では、改良せん
とする地盤と攪拌翼が共lわりして切削土とてん充材を
効率良く混合撹拌することができないものであった。However, this type of soil improvement machine uses a mixing head to drill holes in the soil, supplies filler material at low pressure into the gaps in the cut soil, and forcibly mixes and stirs the filler material and soil. It can be easily applied to loose soil and silt-based ground, but in clayey soil, especially hard clayey soil or beet layer, the ground to be improved and the stirring blades work together to efficiently remove the cut soil and filler material. It was impossible to mix and stir well.
従って従来の地盤改良機では混合ヘッドを繰り返し進退
させて撹拌効率をあげる方法が採られていたもので、作
業能率が極端に低下し、かってん充材が有効に混入され
ないためのロスが多くなる等の欠点があった。Therefore, in conventional soil improvement machines, the mixing head is moved back and forth repeatedly to increase the mixing efficiency, which results in an extremely low work efficiency and a large amount of waste because the filler material is not mixed effectively. There were other drawbacks.
また攪拌効率を上げるための土質性状に見合ったてん充
材の配合等の適否を常に検討せねばならず改良土の強度
等が土質性状に非常に左右されやすい等の問題が多かっ
た。In addition, in order to increase the stirring efficiency, it is necessary to constantly consider the suitability of blending filler materials that are appropriate to the soil properties, and there are many problems such as the strength of the improved soil being highly dependent on the soil properties.
この発明は上述した従来工法における欠点を改善するた
めになされたものであり、砂質土、シルト系はもちろん
粘性土及びビート層あるいはそれ等の互層の地盤改良に
最も効果的である地盤改良機にかける切削土の混合撹拌
翼装置を提供するものである。This invention was made in order to improve the shortcomings of the conventional construction methods mentioned above, and is the most effective ground improvement machine for improving the ground of sandy soil, silt soil, clay soil, beet layer, or alternate layers thereof. The present invention provides a mixing agitation blade device for cutting soil.
以下この発明による一実施例を第2図ないし第3図にも
とづいて具体的に説明する。Hereinafter, one embodiment of the present invention will be described in detail with reference to FIGS. 2 and 3.
図にかいて従来例と対応する箇所及び部品は同一符号を
付して説明する。In the figures, parts and parts corresponding to those of the conventional example will be described with the same reference numerals.
第2図はこの発明による一実施例を示す断面図であり、
土壌中に掘進した状態であり掘削軸1には所定の掘削径
Daを有する掘削翼2及び、この掘削翼2の上方に位置
してこの掘削翼2とほぼ同径の攪拌翼3が、上下に複数
段固着されている。FIG. 2 is a sectional view showing an embodiment according to the present invention.
The excavation shaft 1 is in the state of being dug into the soil, and has an excavation blade 2 having a predetermined excavation diameter Da, and an agitation blade 3 located above the excavation blade 2 and having approximately the same diameter as the excavation blade 2. It is fixed in multiple stages.
一方上記掘削軸1の掘削翼2と攪拌翼3との間及び上下
の撹拌翼3の間には掘削軸1に回転自在な状態でかつ掘
削径Daより大きな径Dbを有する共1わり防止装置4
が挿嵌されている。On the other hand, between the excavation blades 2 and the stirring blades 3 of the excavation shaft 1 and between the upper and lower stirring blades 3, there is provided an anti-warping device which is rotatable on the excavation shaft 1 and has a diameter Db larger than the excavation diameter Da. 4
is inserted.
なか、共1わり防止装置4は掘削翼2と撹拌翼30間に
設けるか又は攪拌翼3相互の間に設けてもよい。Among them, the sag prevention device 4 may be provided between the excavation blade 2 and the stirring blade 30, or may be provided between the stirring blades 3.
上記共1わり装置4は第2図に示すように、掘削軸1に
遊嵌したスリーブ状のボス5に共1わり防止翼6を2枚
固着して構成され、この共1わり防止翼6の外径は掘削
軸1が回転しても掘削径Daより大きな径Dbを有する
ので回転せず、土壌中に推進されていく。As shown in FIG. 2, the above-mentioned warping device 4 is constructed by fixing two warping prevention wings 6 to a sleeve-shaped boss 5 that is loosely fitted onto the excavation shaft 1. Even when the excavation shaft 1 rotates, it has a diameter Db larger than the excavation diameter Da, so it does not rotate and is propelled into the soil.
なお、上記共昔わり防止翼6はボス5に3枚以上の複数
枚固着してもよい。Incidentally, three or more of the above-mentioned anti-twist blades 6 may be fixed to the boss 5.
また上記共まわり防止装置4が掘削軸1の掘進中又は引
き抜き中に掘削軸1を所定間隔以上に上下に移動しない
ようにボス5の上下に位置した掘削軸1にボス7a、7
bが固着されている。Further, the co-rotation prevention device 4 is provided with bosses 7a and 7 on the excavation shaft 1 located above and below the boss 5 to prevent the excavation shaft 1 from moving up and down beyond a predetermined interval during digging or withdrawal of the excavation shaft 1.
b is fixed.
つぎに、上述した共1わり防止装置4を装着した攪拌翼
装置を用いて地盤改良を行なう場合について詳述する。Next, a case in which ground improvement is performed using the stirring blade device equipped with the above-mentioned anti-slip device 4 will be described in detail.
図に示したように所定の掘進機構により掘削翼2、攪拌
翼3を固着した掘削軸1を土壌中に回転掘進させると、
土壌中に掘削径Daなる削孔を形成するとともに、この
掘削径Daより大きな径Dbを有する共1わり防止装置
4は回転せず、掘削軸1の掘進に伴なって土壌中に推進
していく。As shown in the figure, when the excavation shaft 1 to which the excavation blades 2 and stirring blades 3 are fixed is rotatably excavated into the soil by a predetermined excavation mechanism,
A hole with an excavation diameter Da is formed in the soil, and the anti-slip device 4, which has a diameter Db larger than the excavation diameter Da, does not rotate and is propelled into the soil as the excavation shaft 1 excavates. go.
従って掘削軸1の先端部にあ・ける掘削翼2で掘削され
た土塊は掘削翼2と一体に共1わりするが、共捷わり防
止装置4によってこの土塊の回転が停止される。Therefore, the soil clod excavated by the excavation blade 2 which is placed at the tip of the excavation shaft 1 becomes integral with the excavation blade 2, but the rotation of this soil clod is stopped by the mutual kink prevention device 4.
すなわち、掘削軸1の掘削翼2と撹拌翼3は、掘進中又
は引抜中にかかわらず同一方向に回転しているので掘削
された土塊も一体的に回転している。That is, since the excavation blades 2 and stirring blades 3 of the excavation shaft 1 are rotating in the same direction regardless of whether the excavation shaft 1 is being excavated or being pulled out, the excavated soil mass is also rotating integrally.
そこで掘削軸1の掘削翼2と攪拌翼3との間及び上下の
撹拌翼3の間に設けた共筐わり防止装置4により土塊の
回転が一旦停止されるので、上記共1わり防止装置4の
共捷わり防止翼6と掘削翼2、攪拌翼3とで土塊の混合
撹拌が行左われるものである。Therefore, the rotation of the earth clod is temporarily stopped by the casing prevention device 4 provided between the excavation blade 2 and the stirring blade 3 of the excavation shaft 1 and between the upper and lower stirring blades 3. Mixing and agitation of the soil clod is carried out by the mutual kink prevention blade 6, the excavation blade 2, and the stirring blade 3.
そこで掘削軸1内に設けた流体通路(図示せず)より所
定のてん充材を低圧で供給し、切削土塊とてん充材を混
合攪拌しながら地盤改良を行なうものである。Therefore, a predetermined filler material is supplied at low pressure from a fluid passage (not shown) provided in the excavation shaft 1, and ground improvement is performed while mixing and stirring the cut soil mass and the filler material.
以上詳細に説明したように、この発明による混合ヘッド
の撹拌翼装置は構造が簡単なうえ、土壌切削中に掘削翼
と共1わりする切削土を強制的に停七させ、てん充材と
の攪拌効率を向上させる装置である。As explained above in detail, the stirring blade device of the mixing head according to the present invention has a simple structure, and also forcibly stops the cut soil together with the excavation blades during soil cutting, so that it can interact with the filler material. This is a device that improves stirring efficiency.
従って、この発明による装置によれば、砂質土や砂礫土
には最も効果的で高い強度を有する地盤改良が可能であ
る。Therefore, according to the device according to the present invention, it is possible to improve the ground with the most effective and high strength for sandy soil and gravelly soil.
また、粘土層に釦ける地盤改良に釦いても、従来例の如
く切削土が共1わりせず十分な攪拌が行なわれるので掘
削軸の掘進、引抜きを繰り返すなどの作業を要せず、掘
進時又は引抜き時に一回の混合攪拌で効率的な地盤改良
が可能である。In addition, even when soil improvement is carried out in a clay layer, the cut soil does not remain in the same place as in the conventional case and is sufficiently stirred, so there is no need to repeat the work of digging and pulling out the excavation shaft. Efficient ground improvement is possible with a single mixing and agitation at the time of extraction or extraction.
またてん充材の使用量も無駄なく最適量に制限すること
ができるとともに攪拌効率を向上させることができるの
で地盤改良作業能率が大巾に改善される等の著大な効果
を奏する。In addition, the amount of filler used can be limited to an optimum amount without waste, and stirring efficiency can be improved, resulting in significant effects such as greatly improving soil improvement work efficiency.
第1図は従来の実施例を示す掘進時の縦断面図、第2図
はこの発明による一実施例を示す掘進時の縦断面図、第
3図は第2図のA−A線断面図である。
1・・・・・・掘削軸、2・・・・・・掘削翼、3・・
・・・・撹拌翼、4・・・・・・共1わり防止装置、5
・・・・・・ボス、6・・・・・・共1わり防止翼、7
a、7b・・・・・・リング、Da・・・・・・掘削径
、Db・・・・・・共寸わり防止装置の外径。FIG. 1 is a vertical cross-sectional view of a conventional embodiment during excavation, FIG. 2 is a vertical cross-sectional view of an embodiment of the present invention during excavation, and FIG. 3 is a cross-sectional view taken along line A-A in FIG. It is. 1...Drilling shaft, 2...Drilling wing, 3...
...Stirring blade, 4...Both anti-warping device, 5
...Boss, 6...Both anti-warping wings, 7
a, 7b...Ring, Da...Excavation diameter, Db...Outer diameter of the same dimension warp prevention device.
Claims (1)
により、回転しつつ掘進及び引抜きし、土壌とてん充材
を混合攪拌する地盤改良機に釦いて、上記掘削軸に掘削
翼と撹拌翼の間又は/及び撹拌翼と攪拌翼の間に位置し
て、上記掘削翼の掘削径より大きな径の共1わり防止翼
を有する共lわり防止装置を、掘削軸に対しボスを介し
て回転自在に挿着したことを特徴とする切削土の混合攪
拌翼装置。1 The excavation shaft equipped with excavation blades and stirring blades is rotated and pulled out using a specified excavation mechanism, and the button is pressed on a ground improvement machine that mixes and stirs soil and filler. An anti-seismic device having an anti-seismic blade having a diameter larger than the excavation diameter of the excavation blade, located between the stirring blades and/or between the agitation blades, is connected to the excavation shaft via a boss. A mixing and stirring blade device for cutting soil, characterized in that the blades are rotatably inserted into the cutting soil.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5697080A JPS5829374B2 (en) | 1980-04-28 | 1980-04-28 | Mixing stirring blade device for cut soil in soil improvement machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5697080A JPS5829374B2 (en) | 1980-04-28 | 1980-04-28 | Mixing stirring blade device for cut soil in soil improvement machine |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS56153013A JPS56153013A (en) | 1981-11-26 |
| JPS5829374B2 true JPS5829374B2 (en) | 1983-06-22 |
Family
ID=13042374
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5697080A Expired JPS5829374B2 (en) | 1980-04-28 | 1980-04-28 | Mixing stirring blade device for cut soil in soil improvement machine |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5829374B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3014068U (en) * | 1994-07-15 | 1995-08-01 | 宮田布帛有限会社 | Bedding covers for beds |
| JP2008057322A (en) * | 2007-10-12 | 2008-03-13 | Traverse:Kk | Excavation stirrer for ground improvement |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5931309A (en) * | 1982-08-12 | 1984-02-20 | Raito Kogyo Kk | Ground agitation mixing device |
| JPH033631Y2 (en) * | 1985-10-14 | 1991-01-30 | ||
| JPH086823Y2 (en) * | 1990-04-04 | 1996-02-28 | デミップ技研工業株式会社 | Anti-vibration structure for auger machine |
| JP2600011B2 (en) * | 1990-06-01 | 1997-04-16 | 住友大阪セメント株式会社 | Ground improvement equipment |
| JP6081336B2 (en) * | 2012-10-02 | 2017-02-15 | 株式会社ワイビーエム | Ground improvement device and its improvement method |
| JP6545548B2 (en) * | 2015-07-07 | 2019-07-17 | 株式会社テノックス九州 | Drilling and stirring device with co-rotation preventing blade |
| JP6648332B1 (en) * | 2019-07-26 | 2020-02-14 | 小野田ケミコ株式会社 | Determination method of solidification material mix specification |
| CN113718763A (en) * | 2021-10-18 | 2021-11-30 | 上海强劲地基工程股份有限公司 | Mixing pile construction equipment with novel mixing blades |
-
1980
- 1980-04-28 JP JP5697080A patent/JPS5829374B2/en not_active Expired
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3014068U (en) * | 1994-07-15 | 1995-08-01 | 宮田布帛有限会社 | Bedding covers for beds |
| JP2008057322A (en) * | 2007-10-12 | 2008-03-13 | Traverse:Kk | Excavation stirrer for ground improvement |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS56153013A (en) | 1981-11-26 |
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