JPS5822604B2 - Ground improvement method - Google Patents
Ground improvement methodInfo
- Publication number
- JPS5822604B2 JPS5822604B2 JP54149069A JP14906979A JPS5822604B2 JP S5822604 B2 JPS5822604 B2 JP S5822604B2 JP 54149069 A JP54149069 A JP 54149069A JP 14906979 A JP14906979 A JP 14906979A JP S5822604 B2 JPS5822604 B2 JP S5822604B2
- Authority
- JP
- Japan
- Prior art keywords
- casing
- screw
- ground
- tip
- expandable
- 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
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Description
【発明の詳細な説明】
この発明は、地盤の改良工法、特に軟弱地盤を硬化安定
化するための工法に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a ground improvement method, particularly to a method for hardening and stabilizing soft ground.
従来、軟弱地盤の改良には、砂杭工法や砂杭圧密工法な
どが提案されているが、一般に軟弱地盤は多量の水分を
保有しているので、上記のような砂杭では周囲の水分を
吸収することができず、地盤全体を均等に安定化できな
いと共に、地盤の深部まで安定化することは不可能であ
った。Conventionally, methods such as sand pile construction and sand pile consolidation methods have been proposed to improve soft ground, but since soft ground generally retains a large amount of moisture, sand piles such as those described above do not remove surrounding moisture. It was not possible to stabilize the entire ground evenly, and it was also impossible to stabilize the deep part of the ground.
この発明は、従来の工法では行ない得なかった軟弱地盤
の改良を有効忙行なえる工法を提供しようとしてなされ
たものであり、水分吸収による膨張性固化剤を地質改善
の材料に用い、この材料を深部にまで圧入することがで
きる工法を提供することが目的である。This invention was made with the aim of providing a construction method that can effectively improve soft ground, which could not be done using conventional construction methods. The purpose is to provide a construction method that allows press-fitting to deep parts.
以下、この発明の実施例を添付図面に基づいて説明する
。Embodiments of the present invention will be described below with reference to the accompanying drawings.
図示のように、パイプ製のケーシング1は、下部外周面
にスクリュー2を備え、下端には複数の閉鎖蓋3が蝶番
構造によって取付けられている。As shown in the figure, a casing 1 made of a pipe is provided with a screw 2 on its lower outer circumferential surface, and a plurality of closing lids 3 are attached to the lower end by a hinge structure.
各閉鎖蓋3は閉じた状態で錐形になり、この閉鎖蓋2群
の下端には、円錐形の先端を下にした古体4が着脱自在
に装着される。Each closing lid 3 has a conical shape when closed, and an old body 4 with the conical tip facing down is detachably attached to the lower end of the group of closing lids 2.
上記ケーシング1の内部にスクリュー5が組込まれ、オ
ーガモータ6によってケーシング1及びスクリュー5を
個々は正逆回転させることができるようになっている。A screw 5 is incorporated inside the casing 1, and the casing 1 and the screw 5 can be individually rotated in forward and reverse directions by an auger motor 6.
スクリュー5は、ケーシング1内に−L端部の開「17
から投入された、水分吸収による膨張性固化材Aを圧送
すると共に、ケーシング1の引抜時に閉鎖蓋3の押開き
を行なう作用を行なう。The screw 5 is inserted into the casing 1 with an opening "17" at the -L end.
In addition to pressure feeding the expandable solidifying material A by absorbing moisture, which has been introduced from the casing 1, the closing lid 3 is pushed open when the casing 1 is pulled out.
このスクリュー5は、ケーシング1内空間の占有量をな
るべく少な(するため、軸部8の下端と途中とに羽根9
が設けられ、軸部8は内部が中空となってエヤ通路とな
り、適当な位置にケーシング1内ヘエヤを送り込む噴射
孔10が設けられている。This screw 5 occupies as little space inside the casing 1 as possible.
The inside of the shaft portion 8 is hollow and serves as an air passage, and an injection hole 10 for feeding air into the casing 1 is provided at an appropriate position.
上記スクリュー5の上端部に、このスクリュー5に伸縮
性を与えるジヤツキ11が設げられ、ケーシング1の引
抜時このジヤツキ11を伸長作動させると、スクリュー
5の下端で閉鎖蓋3を押開くことができるようになって
いる。A jack 11 that gives elasticity to the screw 5 is provided at the upper end of the screw 5. When the jack 11 is extended when the casing 1 is pulled out, the lower end of the screw 5 can push open the closing lid 3. It is now possible to do so.
前記ジヤツキ11は第2図及び第3図に示す例の場合、
オーガモータ6によって駆動される軸12に輝部13を
固定し、スクリュー5の軸部8における上端に上記輝部
13へ螺合する螺軸14を取付けたねじ構造を示した。In the case of the jack 11 shown in FIGS. 2 and 3,
A screw structure is shown in which a bright part 13 is fixed to a shaft 12 driven by an auger motor 6, and a threaded shaft 14 that is screwed onto the bright part 13 is attached to the upper end of the shaft part 8 of the screw 5.
また、ジヤツキ11は第12図に示す例のように、油圧
式の機構を採用することができ、このような油圧式の方
が回転には関係な(スクリューを伸縮させることができ
るので好ましい。Further, the jack 11 can be a hydraulic mechanism as shown in the example shown in FIG. 12, and such a hydraulic mechanism is preferable since it is not related to rotation (the screw can be expanded and contracted).
なお、スクリュー5を介してケーシング1内にエヤな吹
込むため、ケーシング1の開ロアは閉鎖することができ
るようになっている。Note that since air is blown into the casing 1 through the screw 5, the open lower portion of the casing 1 can be closed.
また、ケーシング1内に供給する膨張性固化材Aとして
は、セメントと石膏の混合物を用いるものである。Further, as the expandable solidifying material A supplied into the casing 1, a mixture of cement and gypsum is used.
次にこの発明の施工順序を第4図乃至第11図に基づい
て説明する。Next, the construction sequence of this invention will be explained based on FIGS. 4 to 11.
先ず、第4図のように、下端の閉鎖蓋3を閉じて合体4
を取付けたケーシング1を地盤の所要位置に建込み、次
にオーガモータ6を起動してケーシング1に、スクリュ
ー2のねじ込み方向への回転(正転)を与え、第5図の
ように地中への進入を行なう。First, as shown in FIG.
The casing 1 with the attached screw 2 is erected at the required position on the ground, and then the auger motor 6 is started to give the casing 1 rotation (normal rotation) in the screwing direction of the screw 2, and the casing 1 is erected into the ground as shown in Fig. 5. make an approach.
第6図のように、ケーシング1が所定深度にまで達する
と、第7図のように、開ロアに臨ませたホッパー15で
ケーシング1内に確保された空間に膨張性固化材Aを投
入する。As shown in Fig. 6, when the casing 1 reaches a predetermined depth, the expandable solidifying material A is introduced into the space secured inside the casing 1 using the hopper 15 facing the open lower as shown in Fig. 7. .
第8図のようにケーシング1内に所定量の固化材Aが投
入されると、第9図のようにスクリュー5をエヤ供給源
と接続し、この状態でケーシング1を僅かに逆転させて
下端閉鎖蓋3を合体4から引離す。When a predetermined amount of solidifying material A is put into the casing 1 as shown in Fig. 8, the screw 5 is connected to an air supply source as shown in Fig. 9, and in this state, the casing 1 is slightly reversed to Pull the closure lid 3 away from the combination 4.
次に、ジャツギ11を伸長作動させ、閉鎖蓋3を押開き
、閉鎖蓋3の開放後オーガモータ6によってスクリュー
5を同化材への圧入方向に回転させると共に、噴出孔1
0からケーシング1内にエヤの吹込みを行い、更にケー
シング1を引抜方向に回転(逆転)させる。Next, the jatsugi 11 is extended, the closing lid 3 is pushed open, and after opening the closing lid 3, the screw 5 is rotated in the direction of press-fitting into the assimilated material by the auger motor 6, and the ejection hole 1 is rotated by the auger motor 6.
Air is blown into the casing 1 from 0, and the casing 1 is further rotated (reversely) in the pulling direction.
このとき、ケーシング1とスクリュー5は逆方向に回転
する。At this time, the casing 1 and the screw 5 rotate in opposite directions.
エヤの吹込みにより羽根9と固化材Aとの摩擦は減少し
、固化材Aが効果的に圧入される。By blowing air, the friction between the blades 9 and the solidified material A is reduced, and the solidified material A is effectively press-fitted.
ケーシング1とスクリュー5は一体に上昇し、従って第
10図のように、スクリュー5で固化材Aを地盤中に圧
入しながらケーシング1が抜出て行へ
ケーシング1が抜出て固化材Aが地盤内に露出すると、
同化材Aは地盤中の水分を吸収し、この水分吸収により
膨張固化し、地盤を径方向に圧縮する。The casing 1 and the screw 5 rise together, and as shown in FIG. When exposed in the ground,
Assimilation material A absorbs moisture in the ground, expands and solidifies due to this moisture absorption, and compresses the ground in the radial direction.
ケーシング1の引抜きが完了すると第11図のように、
膨張性同化材Aによる柱状体Bが形成され、地盤が強化
安定すると共に、周囲の水分も減少するので硬化するこ
とになる。When the pulling out of the casing 1 is completed, as shown in Fig. 11,
Columnar bodies B are formed by the expandable assimilated material A, and the ground is strengthened and stabilized, and the surrounding moisture is also reduced, resulting in hardening.
以上のように、この発明によると、ケーシング内に伸縮
自在のスクリューを組込み、このケーシング内に投入さ
れた水分吸収如よる膨張性固化材を圧密するようにした
ので、地盤内において膨張性同化材は径方向に膨張して
地盤を圧縮しつつ固化し、しかもケーシングは内部に空
間を確保すると共に、開閉自在の錐状先端とこの先端に
取付けた合体とで地盤中に挿入し、挿入後スクリューを
伸長させて先端の開放を行なうので、地盤の深い位置に
達する柱状体の形成が行なえ、従って軟弱地盤を効果的
に強化安定させることができる。As described above, according to the present invention, a telescopic screw is built into the casing, and the expandable solidification material that absorbs water is compacted into the casing. The casing expands in the radial direction and solidifies while compressing the ground. Moreover, the casing secures a space inside, and is inserted into the ground with a conical tip that can be opened and closed and a combination attached to this tip. After insertion, the screw Since the tip is opened by elongating the column, it is possible to form a columnar body that reaches deep into the ground, thereby effectively strengthening and stabilizing the soft ground.
また、水分吸収による膨張性固化材を用いて柱状体を形
成するので、地盤内の水分が柱状体に吸収され、地盤そ
のものも固化することになる。Furthermore, since the columnar bodies are formed using an expandable solidifying material that absorbs water, the moisture in the ground is absorbed by the columnar bodies, and the ground itself is also solidified.
更に、スクリューによる膨張性同化材の圧密時、スクリ
ューからエヤを噴出するようにしたので、スクリューと
同化材の摩擦抵抗を少なくし、しかも固化材を下方に加
圧することになるので、固化材の地盤内への圧密が効果
的に行なえるようになる。Furthermore, when the expandable assimilated material is consolidated by the screw, air is ejected from the screw, which reduces the frictional resistance between the screw and the assimilated material, and also pressurizes the solidified material downward. Consolidation into the ground can be performed effectively.
第1図はこの発明に係る改良工法の実施に用いる装置の
縦断面図、第2図は同−Lにおけるジヤツキの収縮状態
を示す拡大断面図、第3図は同伸長状態を示す拡大断面
図、第4図乃至第11図の各々はこの発明の工法の施工
順序を示す説明図、第12図はジヤツキの他の例を示す
断面図である。
1はケーシング、2はスクリュー、3は閉鎖蓋、4は合
体、5はスクリュー、6はオーガモータ、7は開口、8
は軸部、9は羽根、10は噴射孔、11はジヤツキ。Fig. 1 is a longitudinal sectional view of the equipment used to carry out the improved construction method according to the present invention, Fig. 2 is an enlarged sectional view showing the jack in the contracted state in -L, and Fig. 3 is an enlarged sectional view showing the same in the extended state. , FIG. 4 to FIG. 11 are explanatory diagrams showing the construction order of the construction method of the present invention, and FIG. 12 is a sectional view showing another example of the jack. 1 is a casing, 2 is a screw, 3 is a closing lid, 4 is a combination, 5 is a screw, 6 is an auger motor, 7 is an opening, 8
9 is the shaft, 9 is the blade, 10 is the injection hole, and 11 is the jack.
Claims (1)
取付け、その内部に伸縮自在のスクリューを組込んだケ
ーシングをスクリューの収縮状態で地中に挿入してケー
シング内に空間を確保し、前記ケーシング内の空間に水
分吸収による膨張性固化材を充填した後、スクリューの
伸縮によるケーシング先端の開放を行ない、次にスクリ
ューを回転させて膨張性固化材を圧送してケーシングの
先端開口から地中に押出し、ケーシングの引抜きによっ
て地中に柱状体を形成することを特徴とする地盤の改良
工法。 2 開閉自在に形成された錐状先端に古体を着脱自在に
取付け、その内部に伸縮が自在となり軸部からエヤの吹
出しが可能となるスクリューを組込んだケーシングを、
スクリューの収縮状態で地中に挿入してケーシング内に
空間を確保し、前記ケーシング内の空間に水分吸収によ
る膨張性固化材を充填した後、スクリューの伸縮による
ケーシング先端の開放を行ない、次にスクリューからケ
ーシング内へのエヤの吹込みとスクリューの回転により
膨張性固化材を圧送してケーシングの先端開口から地中
に押出し、ケーシングの引抜きによって地中に柱状体を
形成することを特徴とする地盤の改良工法。[Scope of Claims] 1. An old body is removably attached to a conical tip formed to be openable and closable, and a casing with a retractable screw incorporated therein is inserted into the ground with the screw in a contracted state, and the casing is inserted into the casing. After securing a space in the casing and filling the space inside the casing with an expandable solidifying material by absorbing moisture, the tip of the casing is opened by expanding and contracting the screw, and then the screw is rotated to pump out the expanding solidifying material. A ground improvement method characterized by forming a columnar body underground by extruding the casing into the ground through the opening at its tip and pulling the casing out. 2. The old body is removably attached to the conical tip that can be opened and closed, and the casing has a screw built into it that can expand and contract freely and allows air to be blown out from the shaft.
A space is secured in the casing by inserting the screw into the ground in the contracted state, and after filling the space in the casing with an expandable solidifying material that absorbs moisture, the tip of the casing is opened by expanding and contracting the screw, and then It is characterized by blowing air from the screw into the casing and rotating the screw to force-feed the expandable solidified material and extrude it into the ground from the opening at the tip of the casing, and by pulling out the casing to form a columnar body in the ground. Ground improvement method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP54149069A JPS5822604B2 (en) | 1979-11-14 | 1979-11-14 | Ground improvement method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP54149069A JPS5822604B2 (en) | 1979-11-14 | 1979-11-14 | Ground improvement method |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP57191721A Division JPS5891219A (en) | 1982-10-30 | 1982-10-30 | Improvement work of ground |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5670320A JPS5670320A (en) | 1981-06-12 |
| JPS5822604B2 true JPS5822604B2 (en) | 1983-05-10 |
Family
ID=15466997
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP54149069A Expired JPS5822604B2 (en) | 1979-11-14 | 1979-11-14 | Ground improvement method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5822604B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59155415U (en) * | 1983-04-05 | 1984-10-18 | 東芝熱器具株式会社 | oil burning appliances |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58145340U (en) * | 1982-03-23 | 1983-09-30 | 榎 敏男 | Soft ground improvement equipment |
| JP4685296B2 (en) * | 2001-09-25 | 2011-05-18 | 関谷 雪雄 | The tip of the box used for the drain construction method |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS529050A (en) * | 1975-07-12 | 1977-01-24 | Denki Kagaku Kogyo Kk | A method for controlling the rate of curing of a liquid chloroprene po lymer |
-
1979
- 1979-11-14 JP JP54149069A patent/JPS5822604B2/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59155415U (en) * | 1983-04-05 | 1984-10-18 | 東芝熱器具株式会社 | oil burning appliances |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5670320A (en) | 1981-06-12 |
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