JPS59122620A - Ground improvement work by stabilizing material - Google Patents
Ground improvement work by stabilizing materialInfo
- Publication number
- JPS59122620A JPS59122620A JP23310282A JP23310282A JPS59122620A JP S59122620 A JPS59122620 A JP S59122620A JP 23310282 A JP23310282 A JP 23310282A JP 23310282 A JP23310282 A JP 23310282A JP S59122620 A JPS59122620 A JP S59122620A
- Authority
- JP
- Japan
- Prior art keywords
- ground
- depth
- stabilizer
- stabilizing agent
- condition
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は軟弱地盤に安定材(セメント、石灰等)を攪拌
混合することによシ地盤改良する工法に関する、
この種工法において近年、改良地盤強度を均一にするた
めに安定材の投入量を原地盤の性状に応じて制御するこ
とが提案されているが、未だ構想の段階に止まシ、具体
的で実用的なものは現比していない。[Detailed Description of the Invention] The present invention relates to a method of improving the ground by stirring and mixing stabilizing materials (cement, lime, etc.) into soft ground. It has been proposed to control the amount of stabilizer input according to the properties of the original ground, but this is still at the conceptual stage and nothing concrete and practical has yet been developed.
ところで、下端部に攪拌翼を具えた回転軸を軟弱地盤の
所定深度まで貫入し、次いで回転軸を引上けつつ安定材
を投入して攪拌混合を行う工法は既知であるが、この工
法では回転軸は同じ経路を往復する。By the way, there is a known construction method in which a rotating shaft equipped with stirring blades at the lower end penetrates soft ground to a predetermined depth, and then, while pulling up the rotating shaft, a stabilizing material is introduced and mixed. The rotating shaft reciprocates along the same path.
本発明はこの点を利用し、て地盤の性状に応じて安定材
の投入量を制御する一連の操作を合理的に行うようにし
たものであって、その要旨とするところは下記の構成に
ある。The present invention utilizes this point to rationally perform a series of operations to control the amount of stabilizing material added according to the properties of the ground. be.
下端部に攪拌翼を具えた回転軸を軟弱地盤の所定深度捷
で貫入する過程において、安定材による硬化強度に影響
を及ぼす原地盤の性状を深度毎に調査し、この調査結果
を演算器に入力して設計に基づく所定の硬化強度を鞘る
ために必要とする安定材の投入量を深度毎に演算設定す
るとともに、これを記憶装置に記憶させておき、回転軸
を引上けつつ安定材を投入して攪拌混合を行う過程にお
いて、前記記憶装置ρ記憶信号と深度信号に基づいて安
定材の投入量を制御することを特徴とする安定材による
地盤改良工法。During the process of penetrating soft ground at a predetermined depth with a rotating shaft equipped with stirring blades at the lower end, the properties of the original ground that affect the hardening strength of the stabilizer are investigated at each depth, and the results of this investigation are converted into a computer. By inputting the information, the amount of stabilizing material required to achieve the specified hardening strength based on the design is calculated and set for each depth, and this is stored in the storage device to stabilize it while raising the rotating shaft. A ground improvement method using a stabilizer, characterized in that in the process of adding the material and stirring and mixing, the amount of the stabilizer added is controlled based on the storage device ρ memory signal and the depth signal.
以下、本発明を具体的に訝明する。The present invention will be explained in detail below.
卯、1図は本発明を実施する際に用いる混合処理機を例
示したものであり、1は地盤G上の本体、2は本体1に
上下動自在に懸吊した回転軸、3は回転軸2の下端部に
突設した攪拌翼、4は回転軸2内を通りその先端が攪拌
翼3内に開口している安定材供給管、5は安定材供給管
4に連結した安定材供給ホースである、
本発明工法では、まず、回転軸2を回転させながら地盤
G中に所定深度まで買入する途中において、深度毎に地
盤の性状を調査する。Figure 1 shows an example of a mixing treatment machine used in carrying out the present invention, in which 1 is a main body on the ground G, 2 is a rotating shaft suspended from the main body 1 so as to be able to move up and down, and 3 is a rotating shaft. 2 is a stirring blade protruding from the lower end; 4 is a stabilizer supply pipe that passes through the rotating shaft 2 and has its tip opened into the stirring blade 3; 5 is a stabilizer supply hose connected to the stabilizer supply pipe 4; In the construction method of the present invention, first, the properties of the ground are investigated at each depth while the rotary shaft 2 is being rotated and the ground G is purchased to a predetermined depth.
定量の安定材を撹拌混合した地盤の硬化強度は地盤土壌
の含水比、砂分含有量等によって異なシ、例えば含水比
では第2図に示すように含水比が犬になるに従って強度
は小さくなる。そこて、このような安定材による硬化強
度に影響を及ぼす地盤性状の1ないし複数について、施
工機の貫入方・貫入速度を利用するか才たは回転軸2に
付Fさせた検出器によ#)調査を行い、同時に深度計に
ょシ深度(攪拌翼3の位置)測定をして、これらのデー
タを演算器に入力する。The hardening strength of the ground made by stirring and mixing a fixed amount of stabilizer varies depending on the water content ratio, sand content, etc. of the ground soil.For example, as shown in Figure 2, the strength decreases as the water content ratio increases. . Therefore, one or more of the ground properties that affect the hardening strength of the stabilizer can be determined by using the penetration method and penetration speed of the construction machine, or by using a detector attached to the rotating shaft 2. #) Conduct the survey, simultaneously measure the depth using the depth meter (position of the stirring blade 3), and input these data into the calculator.
演算器には例えば第5図に示すよう々地盤性状(この場
合は含水比)と安定相投入量と所定硬化強度qとの関係
を予め設定・記憶させておき、これに基いて地盤性状に
対応してqを得るのに必要とする安定材投入量Q!を各
深度毎に演算・設定する。For example, as shown in Fig. 5, the relationship between the ground properties (moisture content ratio in this case), the stable phase input amount, and the predetermined hardening strength q is preset and stored in the computing unit, and the ground properties are adjusted based on this. Correspondingly, the stabilizer input amount Q required to obtain q! is calculated and set for each depth.
複数の地盤性状を調査した場合は、各性状別にqを得る
のに必要とする安定材投入量を演算し、その内の最大値
を設定値とするが、または、例えば第4図に示すような
硬化強度がqとなるような各性状(図の場合は含水比と
砂分含有量)と安定材投入量との複合関併を演算器に設
定しておき、これに測定値を入れて所要の安定材投入量
Q!を演り、し設定する。If multiple ground properties are investigated, calculate the amount of stabilizer input required to obtain q for each property, and use the maximum value as the set value. Set the composite relationship between each property (water content ratio and sand content in the case of the figure) and the stabilizer input amount so that the hardening strength is q in the calculator, and input the measured values into this. Required amount of stabilizer input Q! Play and set.
そして、前述のようにして設定された各深度毎の所要安
定材投入量は記憶装置に記憶させておく。The required stabilizing material input amount for each depth set as described above is stored in the storage device.
回転軸2を所定深度まで貫入した後、今度は回転軸2を
回転させ、かつ引上げつつ安定材を投入し、て攪拌混合
作業を行うが、この際に次のようにして安定材投入量を
制御する。After the rotating shaft 2 has penetrated to a predetermined depth, the rotating shaft 2 is rotated and the stabilizing material is introduced while being pulled up, and stirring and mixing is performed. Control.
再び深度測定をしてその信号を制御盤にスカする一方、
制御盤に記憶装置からの記憶信号を入力し、両信号によ
シ安定材供給機構と回転軸引上げ機構の何ねか一方若し
くは双方を深度毎に制御して、各深度における安定材投
入量が貫入時の設定値になるようにする。While measuring the depth again and sending the signal to the control panel,
A memory signal from the storage device is input to the control panel, and either or both of the stabilizing material supply mechanism and rotating shaft lifting mechanism are controlled for each depth using both signals, and the amount of stabilizing material input at each depth is controlled. Set it to the setting value at the time of penetration.
このようにして本発明工法では、回転軸の遭入9時′に
貫入深度毎に安定材による硬化強度に影響を及ばず地盤
性状を調査し、この調査結果に基いて所要硬化強度を得
るのに必要とする安定材の投入量を深度毎に演算設定す
るとともに、これを記憶装置に記憶させておき、同じ経
路に沿って回転軸を引上げつつ安定材の攪拌混合を行う
際に、この記憶装置の記憶信号と深度信号に基いて安定
材投入量を制御するので、能率良く、しかも正確に地盤
性状の変化に応じた安定材の投入を行うことができる。In this way, in the construction method of the present invention, the ground properties are investigated at each penetration depth at 9' when the rotating shaft enters, without affecting the hardening strength due to the stabilizer, and the required hardening strength is obtained based on the results of this investigation. The amount of stabilizing material required for each depth is calculated and set for each depth, and this is stored in a memory device. When stirring and mixing the stabilizing material while pulling up the rotating shaft along the same path, this memory is used. Since the amount of stabilizer added is controlled based on the memory signal and depth signal of the device, the stabilizer can be added efficiently and accurately in response to changes in ground properties.
第1図は本発明実施用混合処理機の概略図、第2図は地
盤性状と硬化強度の関係を示す説明図、第3図、第4図
は所要安定材投入量設定に関する説明図である。
1・・・混合処理機本体、2・・・回転軸、3・・・攪
拌翼、4・・・安定材供給管、5・・・安定材供給ホー
ス、q・・・所定硬化強度。
特許出願人 不動建設株式会社
代理人弁理士 染 谷 廣 司第1図
キ 第3図
安 第4図
悼
々\水販。Fig. 1 is a schematic diagram of a mixing treatment machine for implementing the present invention, Fig. 2 is an explanatory diagram showing the relationship between soil properties and hardening strength, and Figs. 3 and 4 are explanatory diagrams regarding setting of required stabilizer input amount. . DESCRIPTION OF SYMBOLS 1... Mixing processing machine main body, 2... Rotating shaft, 3... Stirring blade, 4... Stabilizer supply pipe, 5... Stabilizer supply hose, q... Predetermined hardening strength. Patent Applicant Fudo Construction Co., Ltd. Representative Patent Attorney Hiroshi Sometani Figure 1 Ki Figure 3 Yasu Figure 4 Mourning\Mizhan.
Claims (1)
で貫入する過程において、安定材による硬化強度に影響
を及ぼす原地盤の性状を深度毎に調査し1、この調査結
果を演算器に入力して設計に基づく°所定の硬化強度を
得るために必要とする安定材の投入量を深度毎に演算設
定するとともに、こ第1を記憶装置に記憶させておき、
回転軸を引上けつつ安定拐を投入して攪拌混合を行う過
程において、前記記憶装置の記憶信号と深度信月に基づ
いて安定材の投入量を制御することを特徴とする安定材
による地盤改良工法。In the process of penetrating soft ground to a predetermined depth with a rotating shaft equipped with stirring blades at the lower end, the properties of the original ground that affect the hardening strength of the stabilizer are investigated at each depth1, and the results of this investigation are converted into a computer. Based on the input and design, the input amount of stabilizer required to obtain a predetermined hardening strength is calculated and set for each depth, and this first value is stored in the storage device,
In the process of stirring and mixing by introducing stabilizer while pulling up the rotating shaft, the amount of stabilizer introduced is controlled based on the memory signal of the storage device and the depth signal. Improved construction method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23310282A JPS59122620A (en) | 1982-12-28 | 1982-12-28 | Ground improvement work by stabilizing material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23310282A JPS59122620A (en) | 1982-12-28 | 1982-12-28 | Ground improvement work by stabilizing material |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS59122620A true JPS59122620A (en) | 1984-07-16 |
JPH0213090B2 JPH0213090B2 (en) | 1990-04-03 |
Family
ID=16949803
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP23310282A Granted JPS59122620A (en) | 1982-12-28 | 1982-12-28 | Ground improvement work by stabilizing material |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS59122620A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2017119954A (en) * | 2015-12-28 | 2017-07-06 | 株式会社竹中工務店 | Construction method of soil cement hardener |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5397210A (en) * | 1977-02-05 | 1978-08-25 | Kitagawa Iron Works Co | Method of hardening weak soil to uniform strength |
-
1982
- 1982-12-28 JP JP23310282A patent/JPS59122620A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5397210A (en) * | 1977-02-05 | 1978-08-25 | Kitagawa Iron Works Co | Method of hardening weak soil to uniform strength |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2017119954A (en) * | 2015-12-28 | 2017-07-06 | 株式会社竹中工務店 | Construction method of soil cement hardener |
Also Published As
Publication number | Publication date |
---|---|
JPH0213090B2 (en) | 1990-04-03 |
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