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JPH086313B2 - Ground improvement machine - Google Patents
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JPH086313B2 - Ground improvement machine - Google Patents

Ground improvement machine

Info

Publication number
JPH086313B2
JPH086313B2 JP34074493A JP34074493A JPH086313B2 JP H086313 B2 JPH086313 B2 JP H086313B2 JP 34074493 A JP34074493 A JP 34074493A JP 34074493 A JP34074493 A JP 34074493A JP H086313 B2 JPH086313 B2 JP H086313B2
Authority
JP
Japan
Prior art keywords
ground
powder
tip
improvement machine
ejection
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
JP34074493A
Other languages
Japanese (ja)
Other versions
JPH07158054A (en
Inventor
勝夫 金井
昌己 牧野
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.)
Kato Construction Co Ltd
Original Assignee
Kato 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 Kato Construction Co Ltd filed Critical Kato Construction Co Ltd
Priority to JP34074493A priority Critical patent/JPH086313B2/en
Publication of JPH07158054A publication Critical patent/JPH07158054A/en
Publication of JPH086313B2 publication Critical patent/JPH086313B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、地盤を固化材の粉体又
はミルクと攪拌混合して改良するための地盤改良機械に
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ground improvement machine for stirring and mixing ground with powder of solidifying material or milk.

【0002】[0002]

【従来の技術】一般に、地表部などの基礎地盤を形成す
るに地盤改良機械が使用されている。該地盤改良機械に
は、地盤中に下降して地盤を改良する堀削装置に、地盤
中に固化材の粉体又はミルクを吐出するための粉流体圧
送管が一体に設けられている。
2. Description of the Related Art Generally, ground improvement machines are used to form a foundation ground such as a ground surface. The ground improvement machine is integrally provided with an excavating device for descending into the ground to improve the ground, and a powder fluid pumping pipe for discharging powder of the solidifying material or milk into the ground.

【0003】[0003]

【発明が解決しようとする課題】ところで、前記粉流体
圧送管の吐出口は、この粉流体圧送管の管径とほぼ同一
径に形成されているので、地盤中へ吐出される固化材の
粉体又はミルクが吐出口から広く拡散されず、このため
攪拌混合される地盤と固化材の粉体又はミルクとが均一
に混るようなことがなく、地盤を改良させる目的が充分
達成できないといった課題があった。また、固化材の粉
体を吐出する場合、地盤中は水分が多いため、前記吐出
口でセメントが固化して吐出口が詰まり易く、粉流体圧
送管の役目が充分に達し得ないという課題があった。そ
こで、本発明は固化材の粉体又はミルクと地盤とが均一
に混合でき、さらには吐出口で固化材の粉体が詰まるよ
うなことのない粉流体圧送管を有する地盤改良機械を提
供することを目的とする。
By the way, since the discharge port of the powder fluid pressure feeding pipe is formed to have a diameter substantially the same as the diameter of the powder fluid pressure feeding pipe, the powder of the solidifying material discharged into the ground is formed. The body or milk is not widely diffused from the discharge port, so that the ground to be agitated and mixed and the powder or milk of the solidifying material are not uniformly mixed, and the object of improving the ground cannot be sufficiently achieved. was there. Further, when the powder of the solidifying material is discharged, there is a problem that since the ground has a large amount of water, the cement is solidified at the discharge port and the discharge port is easily clogged, and the role of the powder fluid pumping pipe cannot be sufficiently achieved. there were. Therefore, the present invention provides a ground improvement machine having a powder / powder pressure-feeding pipe capable of uniformly mixing the powder or milk of the solidifying material with the ground and further preventing the powder of the solidifying material from being clogged at the discharge port. The purpose is to

【0004】[0004]

【課題を解決するための手段】かかる目的を達成するた
め、本発明の地盤改良機械は、地盤中に下降して地盤を
攪拌混合する掘削装置に、固化材の粉体又はミルクを地
盤中へ吐出する粉流体圧送管を一体に設けた地盤改良機
械において、前記粉流体圧送管の先端吐出部を吐出口に
向い漸次広がるハの字状に形成し、該先端吐出部の対向
する内面間に一定の隙間を持たせて複数の分離杆を横架
するようにしたものである。また、前記粉流体圧送管の
先端吐出部に近接させて高圧縮空気噴出管の先端噴出部
を設け、その噴出口の方向を先端吐出部の吐出口とほぼ
同じ向きにするようにしたものである。
In order to achieve the above object, the ground improvement machine of the present invention has a drilling device that descends into the ground and stirs and mixes the ground with powder of solidifying material or milk into the ground. In a ground improvement machine integrally provided with a powder fluid pressure-feeding pipe for discharging, a tip discharge part of the powder fluid pressure-feeding pipe is formed in a V shape that gradually expands toward a discharge port, and is formed between the inner surfaces of the tip discharge part facing each other. A plurality of separation rods are laid horizontally with a certain gap. Further, a tip ejection portion of the highly compressed air ejection tube is provided in the vicinity of the tip ejection portion of the powder fluid pumping pipe, and the direction of the ejection port is made substantially the same as the ejection port of the tip ejection portion. is there.

【0005】[0005]

【作用】粉流体圧送管内を圧送される固化材の粉体又は
ミルクは、先端吐出部で広がり、しかも各分離杆により
分散されて吐出口から地盤内へ幅広く均等に吐出され
る。また、高圧縮空気噴出管の噴出口から前記吐出口の
向きとほぼ同じ向きに高圧縮空気を噴出させて、前記先
端吐出部の吐出口付近に空胴を形成することにより、吐
出口に土が付着しにくくなる。これにより、特にセメン
トの粉体を吐出する場合、吐出口の回りに付いた水分と
セメントとが反応し固化して、吐出口が詰まるといった
ことがなくなる。
The powder or milk of the solidifying material, which is pressure-fed in the powder-fluid pressure-feeding pipe, spreads at the tip discharge portion, and is dispersed by the respective separating rods and discharged from the discharge port to the ground widely and uniformly. In addition, the highly compressed air is ejected from the ejection port of the highly compressed air ejection pipe in a direction substantially the same as the direction of the ejection port, and a cavity is formed in the vicinity of the ejection port of the tip ejection unit, so that the soil is ejected to the ejection port. Is less likely to adhere. With this, particularly when the powder of cement is discharged, the moisture around the discharge port and the cement react with each other and solidify, and the discharge port is not clogged.

【0006】[0006]

【実施例】以下本発明に係る地盤改良機械の一実施例を
図面と共に説明する。図1は地盤を掘削しつつ攪拌混合
する地盤改良機械を示す。該地盤改良機械は、自走可能
なバックホー1から可動自在のアーム2が延設され、該
アーム2の先端に地盤中に下降して地盤を攪拌混合する
堀削装置3が取着されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the ground improvement machine according to the present invention will be described below with reference to the drawings. FIG. 1 shows a ground improvement machine for stirring and mixing the ground while excavating the ground. The ground improvement machine is provided with a movable arm 2 extending from a backhoe 1 which is capable of self-propelling, and an excavating device 3 attached to the tip of the arm 2 for descending into the ground and stirring and mixing the ground. .

【0007】該堀削装置3は図2,図3に示すように、
前記アーム2の先端に門状の機枠4が固着されており、
その両側板4a,4b間の上部に駆動軸5が軸架されて
いる。6は一方の側板4aの外面に取着され前記駆動軸
5を回転駆動させる駆動モータである。また、該駆動軸
5には一対の駆動スプロケット7,7が設けられてい
る。前記両側板4a,4b間の下部に上下一対の横枠
8,8が横架され、これら横枠8,8から、前記一対の
駆動スプロケット7,7と対応位置させて一対の支持枠
9,9が垂下される。そして、該各支持枠9,9の下端
部に従動スプロケット10,10が軸着されている。
As shown in FIGS. 2 and 3, the excavation device 3 is
A gate-shaped machine frame 4 is fixed to the tip of the arm 2,
A drive shaft 5 is mounted above the side plates 4a and 4b. A drive motor 6 is attached to the outer surface of the one side plate 4a to drive the drive shaft 5 to rotate. Further, the drive shaft 5 is provided with a pair of drive sprockets 7, 7. A pair of upper and lower horizontal frames 8 and 8 are horizontally installed in a lower portion between the side plates 4a and 4b. From the horizontal frames 8 and 8, the pair of support frames 9 and 8 are located at positions corresponding to the pair of drive sprockets 7 and 7, respectively. 9 hangs down. The driven sprockets 10, 10 are axially mounted on the lower ends of the support frames 9, 9.

【0008】11,11は前記一対の駆動スプロケット
7,7と従動スプロケット10,10間に無端状に張設
されるチエンであり、該各チエン11,11の外周面に
地盤を堀削して攪拌混合するための攪拌翼12,12…
が複数列設されている。なお、13,13,13,13
はチエン11,11のテンション用の補助スプロケット
である。
Reference numerals 11 and 11 denote chains endlessly stretched between the pair of drive sprockets 7 and driven sprockets 10 and 10. The ground is excavated on the outer peripheral surfaces of the chains 11 and 11. Stirring blades 12, 12 for stirring and mixing ...
Are arranged in multiple rows. In addition, 13, 13, 13, 13
Is an auxiliary sprocket for tensioning the chains 11, 11.

【0009】しかして、14は堀削装置3に沿うよう一
体に設けられるセメント,石灰などの固化材の粉体又は
ミルクを圧送して地盤中へ吐出するための粉流体圧送管
であり、同じく、15は高圧縮空気を噴出するための高
圧縮空気噴出管である。これらは、いずれも先端側がL
字型に形成され、水平部14a,15aが前記一対の支
持枠9,9の一側に固着されている。そして、粉流体圧
送管14の水平部14aの先端に先端吐出部16が設け
られている。該先端部吐出部16は図4,図5に示すよ
うに吐出口17に向い漸次広がるハの字状に形成され、
該先端吐出口17の対向する内面間に一定の隙間Sを持
たせて複数の丸枠状の分離杆18,18…が横架されて
いる。
Reference numeral 14 designates a powder fluid pumping pipe which is integrally provided along the excavation device 3 for pumping powder or milk of a solidifying material such as cement or lime and discharging it into the ground. , 15 are highly-compressed air ejection pipes for ejecting highly-compressed air. Both of these are L on the tip side.
The horizontal portions 14a and 15a are formed in a V shape and are fixed to one side of the pair of support frames 9 and 9. Further, a tip discharge portion 16 is provided at the tip of the horizontal portion 14a of the powder fluid pumping pipe 14. As shown in FIGS. 4 and 5, the tip end discharge portion 16 is formed in a V shape that gradually widens toward the discharge port 17.
A plurality of circular frame-shaped separation rods 18, 18 ... Are horizontally provided with a certain gap S between the facing inner surfaces of the tip discharge port 17.

【0010】また、前記高圧縮空気噴出管15の先端噴
出部19は図6に示すように前記先端吐出部16に近接
させて設けられており、その噴出口20は、前記吐出口
17と略同幅で且つ偏平状に形成されている。そして、
その方向は吐出口17とほぼ同じ向きにしてある。該高
圧縮空気噴出管15は、後記するように特に粉流体圧送
管14により固化材の粉体を吐出する時に使用される。
Further, as shown in FIG. 6, the tip end ejection portion 19 of the highly compressed air ejection pipe 15 is provided in the vicinity of the tip end ejection portion 16, and its ejection port 20 is substantially the same as the ejection port 17. It has the same width and is formed in a flat shape. And
The direction is almost the same as that of the discharge port 17. The highly compressed air jet pipe 15 is used especially when the powder of the solidifying material is discharged by the powder fluid pressure feed pipe 14 as described later.

【0011】本発明は上記構成からなり、次に作用につ
いて説明する。チエン11,11を回動させて堀削装置
3を地盤中に下降させ、粉流体圧送管14から固化材の
粉体又はミルクを吐出させつつ該地盤を攪拌混合させる
が、この際固化材の粉体又はミルクは、図5に示される
ように先端吐出部16内で広がり、しかも各分離杆1
8,18…により分散され、各分離杆18,18…の隙
間Sを通過して吐出口17から地盤中へ幅広く均等に吐
出される。これにより、地盤と固化材の粉体又はミルク
とが良く混ざり合い、均一になる。
The present invention has the above-mentioned structure, and the operation will be described below. The chains 11, 11 are rotated to lower the excavation device 3 into the ground, and the ground is agitated and mixed while the powder or milk of the solidifying material is discharged from the powder fluid pressure feeding pipe 14. The powder or milk spreads in the tip discharge part 16 as shown in FIG.
Are dispersed by the nozzles 8, 18, ..., Pass through the gaps S between the separating rods 18, 18 ,. As a result, the ground and the powder of the solidifying material or milk are well mixed and become uniform.

【0012】また、粉流体圧送管14により固化材の粉
体を吐出する時は、高圧縮空気噴出管15の噴出口20
から高圧縮空気を同時に噴出させるようにする。これに
より、粉流体圧送管14の吐出口17付近の土が排除さ
れ空胴ができるので、吐出口17に土が付着しにくくな
り、吐出口17の回りに水分と反応して固化材が固化し
なくなる。よって、吐出口17が詰まるようなこともな
く、常に固化材の粉体の吐出が正常に行なえる。
When the powder of the solidifying material is discharged by the powder fluid pressure feeding pipe 14, the jet port 20 of the highly compressed air jet pipe 15 is used.
Highly compressed air should be jetted from at the same time. As a result, since the soil around the discharge port 17 of the powder fluid pumping pipe 14 is removed to form a cavity, the soil is less likely to adhere to the discharge port 17, and the solidified material solidifies by reacting with water around the discharge port 17. Will not do. Therefore, the discharge port 17 is not clogged, and the powder of the solidifying material can always be discharged normally.

【0013】[0013]

【発明の効果】以上に述べたように、本発明の地盤改良
機械によれば、粉流体圧送管の先端吐出部を吐出口に向
い漸次広がるハの字状に形成し、該先端吐出部の対向す
る内面間に一定の隙間を持たせて複数の分離杆を横架し
たので、固化材の粉体又はミルクを地盤中へ幅広く均等
に吐出することができ、これにより固化材の粉体又はミ
ルクと地盤とが均一に混ざり合い、その地盤の改良が効
率良く行なえる。また、粉流体圧送管に高圧縮空気噴出
管を並設したので、固化材の粉体を吐出する場合でも、
吐出口の回りに粉体が付着すると共に固化して、吐出口
が詰まるようなことはなく、その吐出が正常に行なえ
る。
As described above, according to the ground improvement machine of the present invention, the tip discharge portion of the powder fluid pumping pipe is formed in the shape of a V that gradually expands toward the discharge port, and the tip discharge portion of the tip discharge portion is formed. Since a plurality of separation rods are laid horizontally with a certain gap between the facing inner surfaces, the powder or milk of the solidifying material can be widely and evenly discharged into the ground. Milk and the ground are evenly mixed, and the ground can be improved efficiently. Further, since the high-compression air jet pipe is installed in parallel with the powder fluid pumping pipe, even when discharging the powder of the solidifying material
The powder adheres around the discharge port and solidifies, and the discharge port is not clogged, and the discharge can be performed normally.

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

【図1】本発明の地盤改良機械の斜視図。FIG. 1 is a perspective view of a ground improvement machine of the present invention.

【図2】堀削装置の正面図。FIG. 2 is a front view of the excavation device.

【図3】同側面図。FIG. 3 is a side view of the same.

【図4】要部の拡大側面図。FIG. 4 is an enlarged side view of a main part.

【図5】同平面断面図。FIG. 5 is a sectional view of the same plane.

【図6】同正面図。FIG. 6 is a front view of the same.

【符号の説明】[Explanation of symbols]

1 地盤改良機械 3 堀削装置 14 粉流体圧送管 15 高圧縮空気噴出管 16 先端吐出部 17 吐出口 S 隙間 18 分離杆 19 先端噴出口部 20 噴出口 1 Ground Improvement Machine 3 Excavation Device 14 Powder Fluid Pumping Pipe 15 High Compressed Air Jet Pipe 16 Tip Discharge Portion 17 Discharge Port S Gap 18 Separation Rod 19 Tip Jet Portion 20 Jet Port

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 地盤中に下降して地盤を攪拌混合する掘
削装置に、固化材の粉体又はミルクを地盤中へ吐出する
粉流体圧送管を一体に設けた地盤改良機械において、 前記粉流体圧送管の先端吐出部を吐出口に向い漸次広が
るハの字状に形成し、該先端吐出部の対向する内面間に
一定の隙間を持たせて複数の分離杆を横架したことを特
徴とする地盤改良機械。
1. A ground improvement machine in which a powder fluid pumping pipe for discharging powder or milk of a solidifying material into the ground is integrally provided in an excavating device that descends into the ground and stirs and mixes the ground. The tip discharge part of the pressure feed pipe is formed in a V shape that gradually expands toward the discharge port, and a plurality of separation rods are horizontally arranged with a certain gap between the inner surfaces facing each other of the tip discharge part. A ground improvement machine.
【請求項2】 前記粉流体圧送管の先端吐出部に近接さ
せて高圧縮空気噴出管の先端噴出部を設け、その噴出口
の方向を先端吐出部の吐出口とほぼ同じ向きにしたこと
を特徴とする請求項1記載の地盤改良機械。
2. A tip ejection portion of a highly compressed air ejection tube is provided in the vicinity of the tip ejection portion of the powder fluid pumping pipe, and the direction of the ejection port is substantially the same as the ejection port of the tip ejection portion. The ground improvement machine according to claim 1, which is characterized in that.
JP34074493A 1993-12-08 1993-12-08 Ground improvement machine Expired - Fee Related JPH086313B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34074493A JPH086313B2 (en) 1993-12-08 1993-12-08 Ground improvement machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34074493A JPH086313B2 (en) 1993-12-08 1993-12-08 Ground improvement machine

Publications (2)

Publication Number Publication Date
JPH07158054A JPH07158054A (en) 1995-06-20
JPH086313B2 true JPH086313B2 (en) 1996-01-24

Family

ID=18339890

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34074493A Expired - Fee Related JPH086313B2 (en) 1993-12-08 1993-12-08 Ground improvement machine

Country Status (1)

Country Link
JP (1) JPH086313B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4601529B2 (en) * 2004-10-19 2010-12-22 小野田ケミコ株式会社 Ground improvement construction machine and ground improvement construction method

Also Published As

Publication number Publication date
JPH07158054A (en) 1995-06-20

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