JPS63171917A - Apparatus for stabilizing and hardening soft ground - Google Patents

Apparatus for stabilizing and hardening soft ground

Info

Publication number
JPS63171917A
JPS63171917A JP18398286A JP18398286A JPS63171917A JP S63171917 A JPS63171917 A JP S63171917A JP 18398286 A JP18398286 A JP 18398286A JP 18398286 A JP18398286 A JP 18398286A JP S63171917 A JPS63171917 A JP S63171917A
Authority
JP
Japan
Prior art keywords
fixed
chain
lower parts
rail
pulleys
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.)
Granted
Application number
JP18398286A
Other languages
Japanese (ja)
Other versions
JPH0118210B2 (en
Inventor
Hisashi Shiraki
白木 久
Tatsue Sawaguchi
沢口 達栄
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.)
Kitagawa Iron Works Co Ltd
Original Assignee
Kitagawa Iron Works 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 Kitagawa Iron Works Co Ltd filed Critical Kitagawa Iron Works Co Ltd
Priority to JP18398286A priority Critical patent/JPS63171917A/en
Publication of JPS63171917A publication Critical patent/JPS63171917A/en
Publication of JPH0118210B2 publication Critical patent/JPH0118210B2/ja
Granted legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE:To reduce the weight of the apparatus as well as make the adjustment of the apparatus easier by a method in which a set of moving pulleys is attached to the upper and lower parts of a bracket, a set of stationary pulleys is fixed to the upper and lower parts of the corresponding frame, and chains are engaged with them to rotate the fixed pulleys to provide a vertical motion. CONSTITUTION:Chains 10 whose both ends are fixed are set between chain wheels 8a and 8b attached to the upper and lower parts of brackets 6 and 6' provided to both ends of a rail 5 and chain wheels 9a and 9b fixed to the upper and lower parts of the corresponding frame 4. The chain wheel 9a is clockwise or counterclockwise turned to vertically move it. A box 17 to rotatably support a rotary shaft 16 is provided for the rail 5, and a stirrer 15 having a stirring blade on its tip is also provided for the rail 5. A slurry hardener is injected into the upper end of the shaft 16 and jetted from the hole 27 of the blade 18 to harden the soil of soft ground. The load on the chain 10 supporting the weight of the bracket 6 can thus be reduced by half and the power of the motor to turn the fixed pulley can also be halved.

Description

【発明の詳細な説明】[Detailed description of the invention] 【産業上の利用分野】[Industrial application field]

この発明は、軟弱土層内を硬化剤で安定固化せしめるこ
とにより、その一定範囲を土木上必要な安定地盤になし
得る硬化作業を極めて確実かつ能率的に行うための硬化
処理装置に用いる昇降手段に関するものである。
The present invention provides an elevating means used in a hardening treatment device to perform hardening work extremely reliably and efficiently, by stably solidifying the inside of a soft soil layer with a hardening agent, thereby making a certain area of the soft soil into stable ground necessary for civil engineering. It is related to.

【従来技術】[Prior art]

従来の硬化処理装置における昇降手段は、ウィンチによ
る巻上げと自重による下降の機構、或はラックとビニオ
ンの噛合による上昇下降の機構であった。
The elevating means in conventional hardening processing apparatuses has been a winch mechanism for hoisting and lowering by its own weight, or a mechanism for elevating and lowering by meshing a rack and a binion.

【発明が解決しようとする問題点】[Problems to be solved by the invention]

しかし、前述した前者の従来技術においては。 昇降手段における上昇速度と下降速度が一到しない点、
及び自重による押圧力のみでは軟弱土層の含水率が少な
い硬い時には貫入不能になることがある点に問題があり
、また、前述した後者の従来技術においては組立時の調
整工数に多大な時間と人手が必要であり、構造が複雑、
且つ自動が大きいものであった。 本発明は、上述の従来技術の欠点を解決するものである
However, in the former prior art mentioned above. The point that the rising speed and descending speed of the elevating means are not the same,
There is a problem in that when the soft soil layer has a low water content and is hard, it may become impossible to penetrate with only the pressing force due to its own weight.Furthermore, the latter conventional technology described above requires a large amount of time and man-hours for adjustment during assembly. Requires manpower, complex structure,
Moreover, it was highly automated. The present invention overcomes the drawbacks of the prior art described above.

【問題点を解決するための手段】[Means to solve the problem]

ブラケットの上下部に一組の動滑車を取付け。 該動滑車と対応する枠の上下部位置に固定してなる一組
の定滑車を設け、該定滑車と前記動滑車との間に両端の
固定されたチェンを張架せしめ、定滑車が時計方向、或
は反時計方向に回動せしめられることにより昇下降を行
うよう構成することに゛ より、上述の従来技術の問題
点の解決をはかるものである。
Attach a set of movable pulleys to the top and bottom of the bracket. A set of fixed pulleys fixed at the upper and lower positions of the frame corresponding to the moving pulley is provided, and a chain fixed at both ends is stretched between the fixed pulley and the moving pulley, and the fixed pulley is used as a clock. The above-mentioned problems of the prior art are solved by configuring the device to move up and down by being rotated in the counterclockwise direction or in the counterclockwise direction.

【作 用】[For use]

定滑車、動滑車及びチェンが第3図に図示されているよ
うに構成されていることから動滑車とブラケットの重量
をささえる個々のチェンに負荷される力が従来の昇降手
段の方式と比較し1/2となる。これにより定滑車を回
動させるモータの能力を172のものでもよいこととな
る。
Since the fixed pulley, movable pulley, and chain are configured as shown in Figure 3, the force applied to each chain supporting the weight of the movable pulley and bracket is lower than that of conventional lifting means. It becomes 1/2. This allows the motor to rotate the fixed pulley to have a capacity of 172 mm.

【実施例】【Example】

以下、本発明の実施例を図面に基づいて説明する。 第1図〜第4図は硬化処理装置を示すものであって、第
1図は正面図、第2図は側面図、第3図は昇降手段、第
4図は攪拌手段の夫々部分説明図で・あって、硬化処理
壁@2は2つのフロート3.3′に跨設される。しかし
て、4は硬化処理装置を支持するためのコ字状枠であり
、両側の垂直支柱4a、4bには後述の攪拌手段を支持
してなるレール5が誘導されて昇下降せしめられる。即
ち、6゜6′はレール5の両端に設けたブラケットであ
り、該ブラケットの側面に取付けられたガイドローラー
7a、7bを前記垂直支持4a、4b内に嵌入させるよ
うになさしめると共にブラケットの上下部に取付けられ
てなる鏡軸8a、8bと、該鏡軸と対応する枠4の上下
部位置に固定してなる鏡軸9a、9bとの間にM3図示
の如く同じく両端の固定されたチェン10を張架せしめ
、鏡軸9aが時計方向或は反時計方向に回動せしめられ
ることにより昇下降が行われる。ここに鏡軸9aは水平
支柱4c上に設けたモーター11の駆動をチェン12を
介して軸13を回動させることにより行わしめるもの習
あって14は減速機である。 15.15’は攪拌手段であって本例ではレール5に2
基設けである。ここに攪拌手段15(15′も同じ構成
である)は回転軸16を回動自在に支持してなるボック
ス17と回転軸先端に取付けられた攪拌羽根18とから
なり、ボックス17はその側面に設けたローラー19で
レール内面を案内として横方向に滑動可能に構成されて
なり、且つその移動にはボックス側面に設けた減速機付
モーター20がチェン21を介してボックス側面に設け
られた歯車22を回動させ、該歯車がレール上面のラッ
ク23と噛合して回動させられることにより自由な移動
が行われるようになっている。 一方24は回転軸16を回動させるためのモーターであ
りチェン25を介して回転軸16に固定させたスプロケ
ット26が回動されることによって行われる。なお、該
回転軸16及び攪拌羽根18は内部が中空に形成されて
なり、且つ攪拌羽根18には透孔27が穿設されていて
図示しないホース手段により回転軸上端からスラリー状
硬化剤を圧入することにより、攪拌羽根18の透孔27
から噴出されるようになっている。 しかして使用にさいしては先づ各攪拌手段I5.15′
のモーター20を駆動せしめ、両攪拌手段を一定の距離
間に位置させる0次にモーター24を駆動させ回転軸1
6を介して攪拌羽根18を回動させるようになさしめる
と共に、モーター11を駆動させてその昇降が行われる
ようになす、このときフロートはウィンチなど適宜な索
引手段によって緩徐に走行せしめるものであって、その
ときまた硬化剤は回転軸16の中空部を介して攪拌部分
に送り込まれる。斯くして軟弱土層内を硬化剤で安定固
化せしめることにより、一定範囲を土木上必要な安定地
盤を得ることができるのである。 上記実施例では攪拌手段をレールに2基設けたものにつ
いて説明したが、3基、4基・・・・と設けることがで
きる。また硬化剤の送り込みを回転軸及び攪拌羽根の両
者を中空に形成させることにより実施するものについて
説明したが、別のパイプによる送り込み手段を攪拌羽根
附近に設けることによって行われるようなしても良い、
なお、攪拌手段を支持してなるレールはモーター11の
駆動により昇降せしめられるものについて説明したが。 回転軸上に攪拌羽根を多段に設け、これにより軟弱土層
内で必要とする硬化処理壁の高さが得られる場合にはそ
の構成を省略し、単にフロートを緩徐に走行せしめるだ
けで目的とする連続硬化壁となすことができる。 次に1以上記述した本発明装置により、軟弱土層内に下
記に記載するような連続硬化構造物を構築することが可
能となるが、以下該連続硬化構造物の施行態様を図面に
基づいて説明する。 第5図は軟弱土層1内を安定固化して連続硬化構造物を
溝築する順序を模式的に示すものであって、Aは平面図
、Bは側断面図である。該図面においてAI、AZは前
述の硬化処理装置によって同時に構築される連続硬化壁
であり、そのさい硬化壁間は次の連続化壁の1列を構築
可能な間隔Qにあけられていて、該間隔内に次の連続硬
化ffB+を位置するようにさせながら連続硬化処理を
行うものである。 第6図は他の例゛を示すものであって、上記実施例では
連続硬化壁を同時に2列構築したのに対し、本例では同
時に3列A+、Aと、A3を構築するようになしたもの
であり、そのさい次の連続硬化壁は攪拌羽根手段の1基
を休止させて2列B+ 。 B乙をA/ とAと及びAごとAJとの間に位置させる
ようになしたものである。なお、前記施行例’t’ハA
I  、 Aと、B/ 、Bど共に支持層Fがら硬化処
理を施してなるが1本節行例ではJ 、Bどは支持層F
からの一定高さ以上を、l、A乙、 A3の隔壁間を架
橋する如く硬化処理したものである。 以上は2回の繰返し作業で必要とする一定範囲を連続硬
化処理するようになした例であるが、順次連続して広範
囲な面積の硬化処理を行うには第7図に示す如〈実施す
ることができる。即ち、例えば当初連続硬化壁AI 、
A2を同時に形成させたとき、その2列間隔を連続硬化
壁の巾Wと同等若しくはやや大ならしめ1次に隣接して
形成される連続硬化壁B?−をAこより前記相当距離分
速くに分離して構築し、該間隔Pに次の連続硬化crを
位置させながら以下同様にして行うことにより適宜必要
とする広範囲な硬化処理が可能となる。 本施行方法は以上各側の如く同時に2列以上の連続硬化
壁を構築し、そのさい構築される連続硬化壁間を、次の
1列の連続硬化壁が構築される間隔となすことにより隣
接する連続硬化壁の案内としながら硬化処理を行うもの
であって、これにより次の連続硬化壁が不測にずれて形
成されるような危険は全くなくなり、正確で迅速な硬化
処理が実施される。従って硬化処理能力の飛躍的な向上
に寄与するものである。
Embodiments of the present invention will be described below based on the drawings. Figures 1 to 4 show the curing treatment apparatus, with Figure 1 being a front view, Figure 2 being a side view, Figure 3 being a partial explanatory view of the elevating means, and Figure 4 being a partial explanatory diagram of the stirring means. The hardened wall @2 is placed astride the two floats 3 and 3'. Reference numeral 4 designates a U-shaped frame for supporting the curing treatment apparatus, and rails 5 supporting stirring means, which will be described later, are guided by vertical supports 4a and 4b on both sides to be raised and lowered. That is, 6° 6' is a bracket provided at both ends of the rail 5, and guide rollers 7a and 7b attached to the side surfaces of the bracket are fitted into the vertical supports 4a and 4b, and the upper and lower ends of the bracket are Between the mirror shafts 8a and 8b attached to the mirror shafts and the mirror shafts 9a and 9b fixed to the upper and lower positions of the frame 4 corresponding to the mirror shafts, there are chains fixed at both ends as shown in the M3 diagram. 10 is stretched and the mirror shaft 9a is rotated clockwise or counterclockwise to move up and down. Here, the mirror shaft 9a drives a motor 11 provided on a horizontal support 4c by rotating a shaft 13 via a chain 12, and 14 is a speed reducer. 15.15' is a stirring means, and in this example, 2 is attached to the rail 5.
This is the foundation. Here, the stirring means 15 (15' has the same structure) consists of a box 17 that rotatably supports a rotating shaft 16, and a stirring blade 18 attached to the tip of the rotating shaft, and the box 17 has a side surface of the box 17. It is configured to be able to slide laterally using provided rollers 19 as a guide on the inner surface of the rail, and for its movement, a motor 20 with a reducer provided on the side of the box is connected via a chain 21 to a gear 22 provided on the side of the box. The gear is engaged with the rack 23 on the upper surface of the rail and rotated, allowing free movement. On the other hand, reference numeral 24 denotes a motor for rotating the rotating shaft 16, which is rotated by a sprocket 26 fixed to the rotating shaft 16 via a chain 25. The rotating shaft 16 and the stirring blade 18 are formed hollow inside, and the stirring blade 18 is provided with a through hole 27 through which the slurry curing agent is press-fitted from the upper end of the rotating shaft using a hose means (not shown). By doing so, the through hole 27 of the stirring blade 18
It is supposed to be ejected from. However, in use, first each stirring means I5.15'
drive the motor 20 of the rotary shaft 1 to position both stirring means at a certain distance.
6 to rotate the stirring blade 18, and drive the motor 11 to raise and lower it. At this time, the float is moved slowly by a suitable indexing means such as a winch. At that time, the curing agent is also fed into the agitation section through the hollow part of the rotating shaft 16. In this way, by stably solidifying the inside of the soft soil layer with a hardening agent, it is possible to obtain stable ground necessary for civil engineering within a certain range. In the above embodiment, two stirring means are provided on the rail, but three, four, and so on may be provided. Furthermore, although the explanation has been given on the case in which the curing agent is fed by forming both the rotating shaft and the stirring blade hollow, it may also be carried out by providing a feeding means using a separate pipe near the stirring blade.
Note that the rail supporting the stirring means has been described as being able to be moved up and down by the drive of the motor 11. If stirring blades are installed in multiple stages on the rotating shaft, and the height of the hardened wall required in the soft soil layer can be obtained, this configuration can be omitted and the purpose can be achieved by simply moving the float slowly. Can be made with a continuous hardened wall. Next, by using the apparatus of the present invention described above, it is possible to construct a continuous hardening structure as described below in a soft soil layer. explain. FIG. 5 schematically shows the order in which the inside of the soft soil layer 1 is stably solidified and a continuously hardened structure is constructed, and A is a plan view and B is a side sectional view. In the drawing, AI and AZ are continuous hardened walls that are constructed simultaneously by the above-mentioned hardening processing apparatus, and the hardened walls are spaced apart by a distance Q that allows construction of the next row of continuous walls. Continuous curing processing is performed while positioning the next continuous curing ffB+ within the interval. FIG. 6 shows another example. In the above example, two rows of continuous hardened walls were constructed at the same time, whereas in this example, three rows of continuous hardened walls were constructed at the same time. At that time, one of the stirring blade means was stopped and the next continuous hardening wall was made into 2 rows B+. B B is positioned between A/ and A, and both A and AJ. In addition, the above-mentioned implementation example 't'haA
I, A, B/, and B are hardened from the support layer F, but in the example of one row, J, B, etc. are made from the support layer F.
The area above a certain height from the wall is hardened so as to bridge the partition walls L, A B, and A3. The above is an example of continuously curing a certain area that is required in two repeated operations. be able to. That is, for example, initially continuous hardened wall AI,
When forming A2 at the same time, the interval between the two rows is set to be equal to or slightly larger than the width W of the continuous hardened wall, and the continuous hardened wall B? - is separated and constructed faster than A by the corresponding distance, and the next continuous hardening cr is positioned in the interval P, and the same procedure is performed thereafter, thereby making it possible to perform a wide range of hardening treatment as required. This construction method constructs two or more rows of continuous hardened walls at the same time as described above on each side, and the distance between the successive hardened walls constructed at that time is set to the interval at which the next row of continuous hardened walls will be constructed. The curing process is carried out while guiding the continuous hardened wall, which completely eliminates the risk that the next continuous hardened wall will be formed with an unexpected deviation, and the curing process is carried out accurately and quickly. Therefore, it contributes to a dramatic improvement in hardening processing ability.

【発明の効果】【Effect of the invention】

本発明は、上記のように構成したものであって。 動滑車と噛合している個々のチェンに負荷される力が従
来の昇降手段と比較し1/2となることから該チェンと
噛合している定滑車を回動させるモータの能力を172
とすることができること、構造が簡易なことから昇降手
段を軽くコンパクトに設計することができ、さらに昇降
手段を主要な構成要素とする硬化処理装置をも軽くする
ことができる。これにより、該硬化処理装置を移動させ
るウィンチのまきとり能力が小さいものでまにあうこと
となる。また、軟弱土層の含水率の多少による該軟弱土
層の硬さに対応した昇降手段の降下速度を得ることがで
きるよう調整することができる。 さらに、前記したように構造が簡単であることがら組立
時の調整が容易であるという効果もある。
The present invention is configured as described above. Since the force applied to each chain meshing with the movable pulley is 1/2 compared to conventional lifting means, the ability of the motor to rotate the fixed pulley meshing with the chain is 172.
Since the lifting means can be made light and compact, the lifting means can be designed to be light and compact, and furthermore, the curing processing apparatus having the lifting means as a main component can also be made lighter. This makes it possible to suffice with a winch that moves the hardening treatment device with a small winding capacity. Further, it is possible to adjust the descending speed of the lifting means to correspond to the hardness of the soft soil layer depending on the water content of the soft soil layer. Furthermore, as described above, since the structure is simple, adjustment during assembly is easy.

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

第1図〜第4図は硬化処理装置を示すものであって、第
1図は正面図、第2図は側面図、第3図は昇降手段、第
4図は攪拌羽根のそれぞれ部分説明図である。また第5
図〜第6図は軟弱土層内に連続硬化壁が構築される態様
を夫々模式的に示すものであって、Aは平面図、Bは側
断面図、第7図は同平面図である。 1 ・・・・・・軟弱土層 At、Aこ ・・・・・・連続硬化壁 Bt 、 f3こ ・・・・・・連続硬化壁2・・・・
・・硬化処理装置 5 ・・・・・・ レール 6.6′ ・・・・・・ブラケット 7a、7b ・・・・・・ガイドローラ8a、8b・・
・・・・鋲軸 9a、9b・・・・・・鎖輸 10・・・・・・チェン 11 ・・・・・・モータ 12・・・・・・チェン 13・・・・・・軸 15.15’  ・・・・・・攪拌羽根16 ・・・・
・・回転軸 18・・・・・・攪拌羽根 特許出願人 株式会社北川鉄工所 第1図 Lr                 箱味    
         味 eト 域
Figures 1 to 4 show the curing treatment apparatus, with Figure 1 being a front view, Figure 2 being a side view, Figure 3 being a lifting means, and Figure 4 being a partial explanatory diagram of a stirring blade. It is. Also the fifth
Figures 6 to 6 schematically show how a continuous hardened wall is constructed in a soft soil layer, where A is a plan view, B is a side sectional view, and Figure 7 is the same plan view. . 1...Soft soil layer At, Ako...Continuous hardening wall Bt, f3ko...Continuous hardening wall 2...
...Curing device 5 ...Rail 6.6' ...Brackets 7a, 7b ...Guide rollers 8a, 8b...
...Rivet shafts 9a, 9b... Chain 10 ... Chain 11 ... Motor 12 ... Chain 13 ... Shaft 15 .15' ... Stirring blade 16 ...
... Rotating shaft 18 ... Stirring blade patent applicant Kitagawa Iron Works Co., Ltd. Figure 1 Lr Box taste
taste area

Claims (1)

【特許請求の範囲】[Claims] ブラケットと、該ブラケットの上下部に取付けられてな
る一組の動滑車と、該動滑車と対応する枠の上下部位置
に固定してなる一組の定滑車と、該定滑車と前記動滑車
との間に両端の固定された張架せしめたチェンAと、モ
ータと、定滑車の中心位置に設けられた軸と、モータと
軸間に張架せしめたチェンBとからなる昇降手段を有す
ることを特徴とする硬化処理装置。
A bracket, a set of movable pulleys attached to the upper and lower parts of the bracket, a set of fixed pulleys fixed to the upper and lower positions of the frame corresponding to the movable pulleys, and the fixed pulley and the movable pulley. It has a lifting means consisting of a chain A suspended at both ends fixed between the chain A, a motor, a shaft provided at the center of a fixed pulley, and a chain B stretched between the motor and the shaft. A hardening treatment device characterized by:
JP18398286A 1986-08-04 1986-08-04 Apparatus for stabilizing and hardening soft ground Granted JPS63171917A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18398286A JPS63171917A (en) 1986-08-04 1986-08-04 Apparatus for stabilizing and hardening soft ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18398286A JPS63171917A (en) 1986-08-04 1986-08-04 Apparatus for stabilizing and hardening soft ground

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP13485676A Division JPS5940969B2 (en) 1976-11-09 1976-11-09 Method and device for stably solidifying the inside of a soft soil layer to construct a continuously hardened structure

Publications (2)

Publication Number Publication Date
JPS63171917A true JPS63171917A (en) 1988-07-15
JPH0118210B2 JPH0118210B2 (en) 1989-04-04

Family

ID=16145242

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18398286A Granted JPS63171917A (en) 1986-08-04 1986-08-04 Apparatus for stabilizing and hardening soft ground

Country Status (1)

Country Link
JP (1) JPS63171917A (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49108803A (en) * 1973-08-23 1974-10-16
JPS5080670A (en) * 1973-11-20 1975-06-30

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49108803A (en) * 1973-08-23 1974-10-16
JPS5080670A (en) * 1973-11-20 1975-06-30

Also Published As

Publication number Publication date
JPH0118210B2 (en) 1989-04-04

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