JPH0359210B2 - - Google Patents
Info
- Publication number
- JPH0359210B2 JPH0359210B2 JP57178667A JP17866782A JPH0359210B2 JP H0359210 B2 JPH0359210 B2 JP H0359210B2 JP 57178667 A JP57178667 A JP 57178667A JP 17866782 A JP17866782 A JP 17866782A JP H0359210 B2 JPH0359210 B2 JP H0359210B2
- Authority
- JP
- Japan
- Prior art keywords
- stirring
- pile
- piles
- improvement agent
- mixed
- 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 - Lifetime
Links
- 238000003756 stirring Methods 0.000 claims description 17
- 239000003795 chemical substances by application Substances 0.000 claims description 14
- 239000002689 soil Substances 0.000 claims description 11
- 238000000034 method Methods 0.000 claims 2
- 238000010276 construction Methods 0.000 description 11
- 239000003516 soil conditioner Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000010304 firing Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
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
- E02D3/126—Consolidating by placing solidifying or pore-filling substances in the soil and mixing by rotating blades
Description
【発明の詳細な説明】
本発明は、地盤中に撹拌混合処理パイルを部分
的にオーバーラツプさせながら連設する工法に関
する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a construction method for installing agitated and mixed piles in the ground while partially overlapping them.
下端部に撹拌翼を具えた回転軸を回転させ、か
つ上昇又は下降させながら、撹拌翼の回動範囲に
地盤改良剤を供給して、地盤中に撹拌混合処理パ
イルを造成する作業を、順次繰返して、部分的に
オーバーラツプした一連の撹拌混合処理パイル列
を形成する場合には、前のパイルを造成してから
次のパイルを造成するまでに長時間が経過する
と、前のパイルの硬化が進んで、次のパイルをオ
ーバーラツプ状態で造成することが困難になる。
そして、従来は、このような場合に、地盤改良剤
に硬化遅延剤を混入することも行われているが、
十分な効果を発揮していない。 A rotating shaft equipped with a stirring blade at the lower end is rotated, and the ground improvement agent is supplied to the rotation range of the stirring blade while being raised or lowered to create a stirring-mixed pile in the ground. When repeatedly forming a series of partially overlapping agitated and mixed pile rows, if a long period of time elapses between the creation of the previous pile and the next pile, the hardening of the previous pile may occur. As the pile progresses, it becomes difficult to build the next pile in an overlapping state.
Conventionally, in such cases, hardening retarders have been mixed into the soil conditioner, but
It is not sufficiently effective.
本発明は、前記問題点の解決を図つたものであ
つて、打継ぎ部における先に造成したパイルの地
盤改良剤が未硬化のうちに、地盤改良剤は供給し
ないで撹拌翼による撹拌のみを行う、いわゆる空
打ちをして、打継ぎ部における先に造成したパイ
ルのオーバーラツプ部分の地盤改良剤を拡散させ
ておくことにより、次のパイルのオーバーラツプ
施工を支障なく行えるようにしたことを特徴点と
している。 The present invention is an attempt to solve the above-mentioned problem.The present invention is aimed at solving the above-mentioned problems by not supplying the soil improving agent but only stirring it with a stirring blade while the soil improving agent for the previously created pile at the joint part is not yet hardened. The feature is that the soil improvement agent is spread in the overlapping part of the previously created pile at the joint part by performing so-called dry pouring, so that the overlapping construction of the next pile can be performed without any hindrance. It is said that
以下、図面に基いて本発明を具体的に説明す
る。 Hereinafter, the present invention will be specifically explained based on the drawings.
本発明実施用施工機の一例を示す第1図におい
て、1は施工機本体、2は施工機本体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
突設した撹拌翼、4は回転軸2内に挿設した地盤
改良剤供給管であつて、本発明における撹拌混合
処理パイルは、地盤改良剤供給管4により撹拌翼
3の回動範囲内に地盤改良剤を噴出又は吐出させ
るとともに、回転軸2を回転させつつ上昇又は下
降させることにより、造成される。 In FIG. 1 showing an example of a construction machine for carrying out the present invention, 1 is the construction machine body, 2 is a rotating shaft suspended from the construction machine body 1 so as to be able to move up and down, and 3 is a rotary shaft protruding from the lower end of the rotating shaft 2. The stirring blade 4 is a soil improvement agent supply pipe inserted into the rotating shaft 2, and the pile treated with stirring and mixing according to the present invention has the soil improvement agent supplied within the rotating range of the stirring blade 3 through the soil improvement agent supply pipe 4. It is created by spouting or discharging the liquid and raising or lowering the rotary shaft 2 while rotating it.
このようなパイルを、第2図に示すように、
A,B,C,…と順次、部分的にオーバーラツプ
させながら造成していくのであるが、パイルCを
造成した後、次のパイルDを直ちに造成すること
ができない場合には、パイルDが造成される位置
において、地盤改良剤は供給しないで回転軸2を
回転させながら上昇又は下降させて、撹拌翼3に
よる撹拌を行う。 As shown in Figure 2, such a pile is
Pile A, B, C, etc. are constructed in sequence, partially overlapping each other, but if the next pile D cannot be constructed immediately after pile C is constructed, pile D is constructed. At the position where the soil conditioner is to be used, the soil improvement agent is not supplied, but is raised or lowered while rotating the rotary shaft 2, and stirring is performed by the stirring blades 3.
このようにして、いわゆる空打ちをすると、パ
イルCのオーバーラツプ部分aの地盤改良剤は撹
拌翼3の回動範囲bに分散され、濃度が薄くなる
ため、後でこの部分にパイルDを造成する際に何
等不都合が生じない。 In this way, when so-called dry firing is performed, the soil improvement agent in the overlap part a of the pile C is dispersed in the rotation range b of the stirring blade 3, and the concentration becomes thinner, so that the pile D will be created in this part later. No inconvenience will occur.
これを要するに、本発明工法では、撹拌混合処
理パイルを部分的にオーバーラツプさせながら連
設する際に、時間的に間隔を置いて打継ぐ部分に
おける先に造成したパイルのオーバーラツプ部分
の地盤改良剤を空打ちで拡散させておくので、次
のパイルのオーバーラツプ施工を連続造成の場合
と同じ態様で行うことができる。 In short, in the construction method of the present invention, when piles that have been stirred and mixed are installed in a row while partially overlapping, the soil conditioner is applied at intervals in time to the overlapped area of the previously created pile in the joint area. Since the pile is spread by dry pouring, the next pile overlap construction can be carried out in the same manner as in the case of continuous pile construction.
第1図は本発明実施用施工機の一例の側面図、
第2図は本発明工法の説明図である。
1……施工機本体、2……回転軸、3……撹拌
翼、4……地盤改良剤供給管。
FIG. 1 is a side view of an example of a construction machine for implementing the present invention;
FIG. 2 is an explanatory diagram of the construction method of the present invention. 1... Construction machine main body, 2... Rotating shaft, 3... Stirring blade, 4... Ground improvement agent supply pipe.
Claims (1)
かつ上昇又は下降させながら、撹拌翼の回動範囲
に地盤改良剤を供給して、地盤中に撹拌混合処理
パイルを造成する作業を、順次繰返して、部分的
にオーバーラツプした一連の撹拌混合処理パイル
列を形成する過程において、打継ぎ部の先に造成
した撹拌混合パイルの地盤改良剤が未硬化のうち
に、地盤改良剤は供給しないで、撹拌翼による撹
拌のみを行つて、打継ぎ部の先に造成した撹拌混
合処理パイルのオーバーラツプ部分の地盤改良剤
を拡散させておくことを特徴とする撹拌混合処理
パイルの打継ぎ工法。1 Rotate a rotating shaft equipped with stirring blades at the bottom end,
A series of partially overlapping agitated and mixed piles is created by sequentially repeating the work of supplying a soil improvement agent within the rotating range of the agitating blades while raising or lowering them to create agitated and mixed piles in the ground. In the process of forming rows, while the soil improvement agent of the stirring mixed pile created at the tip of the pouring joint is not hardened, the soil improving agent is not supplied, and only stirring is performed using the stirring blade, and the pile is stirred at the pouring joint. A method for joining piles treated with stirring and mixing, which is characterized by spreading a ground improvement agent in the overlapping part of piles treated with stirring and mixing that have been created previously.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17866782A JPS5968429A (en) | 1982-10-12 | 1982-10-12 | Connecting work for pile by stirring-mixing treatment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17866782A JPS5968429A (en) | 1982-10-12 | 1982-10-12 | Connecting work for pile by stirring-mixing treatment |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5968429A JPS5968429A (en) | 1984-04-18 |
JPH0359210B2 true JPH0359210B2 (en) | 1991-09-09 |
Family
ID=16052456
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP17866782A Granted JPS5968429A (en) | 1982-10-12 | 1982-10-12 | Connecting work for pile by stirring-mixing treatment |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5968429A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013127189A (en) * | 2011-12-19 | 2013-06-27 | Takenaka Komuten Co Ltd | Lattice ground improvement body, impervious wall, and construction method for the same |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104727323A (en) * | 2015-03-25 | 2015-06-24 | 张继红 | Self-drilling steel pipe pile continuous wall construction method and steel pipe pile continuous wall used in self-drilling steel pipe pile continuous wall construction method |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5161122A (en) * | 1974-11-22 | 1976-05-27 | Toshio Enoki | BASHOCHIKONKURIITODODOMEKOHO |
-
1982
- 1982-10-12 JP JP17866782A patent/JPS5968429A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5161122A (en) * | 1974-11-22 | 1976-05-27 | Toshio Enoki | BASHOCHIKONKURIITODODOMEKOHO |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013127189A (en) * | 2011-12-19 | 2013-06-27 | Takenaka Komuten Co Ltd | Lattice ground improvement body, impervious wall, and construction method for the same |
Also Published As
Publication number | Publication date |
---|---|
JPS5968429A (en) | 1984-04-18 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPH0359210B2 (en) | ||
JPH0457805B2 (en) | ||
JP3024353U (en) | Coexistence prevention structure of excavated soil in ground improvement excavator | |
JPH08120665A (en) | Ground improvement apparatus | |
JPS60129322A (en) | Method of treating ground polluted by noxious material to modify into innoxious | |
JPS6338496B2 (en) | ||
JPS6351515A (en) | Excavator for ground improvement | |
JP2003313857A (en) | Agitating device of soil improving machine | |
JPH0529235Y2 (en) | ||
JPH06158647A (en) | Method for constructing underground continuous wall | |
JPH07197443A (en) | Excavation and agitation method for soil improvement and device thereof | |
JP3022280U (en) | Forced stirring device for excavated soil in ground improvement machine | |
JPH0624415Y2 (en) | Auger used to form the soil mountain stop wall | |
JPH0635796B2 (en) | Shield method and slurry material for the same method | |
JPH089223Y2 (en) | Ground improvement device | |
JPH0437953Y2 (en) | ||
JPH08193323A (en) | Bucket with agitator | |
JPS6145017A (en) | Underground stirring and mixing blade device for ground improvement | |
JP2006207334A (en) | Means for improving ground soil quality or the like by boring method | |
JPH0615766B2 (en) | Excavation mixing agitator used for ground improvement | |
JPS589631Y2 (en) | Stirring device | |
JPS6044451B2 (en) | Ground improvement method | |
JPH08144263A (en) | Soil improvement method | |
JPS59150817A (en) | Ground treatment work by ground improving agent | |
JPH0448892B2 (en) |