JPS62280413A - Formation work of expanded plastic column under ground - Google Patents
Formation work of expanded plastic column under groundInfo
- Publication number
- JPS62280413A JPS62280413A JP12159786A JP12159786A JPS62280413A JP S62280413 A JPS62280413 A JP S62280413A JP 12159786 A JP12159786 A JP 12159786A JP 12159786 A JP12159786 A JP 12159786A JP S62280413 A JPS62280413 A JP S62280413A
- Authority
- JP
- Japan
- Prior art keywords
- casing
- ground
- foamed plastic
- expanded plastic
- column under
- 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.)
- Pending
Links
- 239000004033 plastic Substances 0.000 title claims abstract description 26
- 229920003023 plastic Polymers 0.000 title claims abstract description 26
- 230000015572 biosynthetic process Effects 0.000 title 1
- 238000010276 construction Methods 0.000 claims description 2
- 238000001125 extrusion Methods 0.000 abstract description 5
- 239000000463 material Substances 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 5
- 238000005187 foaming Methods 0.000 description 2
- 239000004088 foaming agent Substances 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 239000004604 Blowing Agent Substances 0.000 description 1
- 239000011324 bead Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 229920001169 thermoplastic Polymers 0.000 description 1
- 239000004416 thermosoftening plastic Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
Description
【発明の詳細な説明】
3、発明の詳細な説明
(発明が属する技術分野)
本発明は地中に発泡プラスチックによる柱状体を造成す
る工法に関するものである。Detailed Description of the Invention 3. Detailed Description of the Invention (Technical Field to which the Invention Pertains) The present invention relates to a construction method for constructing columnar bodies made of foamed plastic underground.
(発明の課題とその特徴点)
近年、土木構造物に発泡プラスチックを用いる技術がい
ろいろ開発されているが、地中に発泡プラスチックによ
る柱状体を能率良く造成する技術は未だ知られていない
。(Problems to be solved by the invention and its characteristics) In recent years, various techniques for using foamed plastics in civil engineering structures have been developed, but a technique for efficiently creating columnar bodies made of foamed plastics underground is still unknown.
本発明は、前述の実情に鑑みなされたものであって、そ
の構成上の特徴は特許請求の範囲に記載したとおりであ
る。The present invention has been made in view of the above-mentioned circumstances, and its structural features are as described in the claims.
本発明によれば、地中に発泡プラスチックによる柱状体
が地盤土壌に直接囲まれた状態で造成されるので、例え
ば、この柱状体を横に並べて造成して発泡プラスチック
の不透水性を利用した地中化氷壁を容易に構築すること
ができる。According to the present invention, columnar bodies made of foamed plastic are constructed in the ground in a state directly surrounded by the ground soil. Underground ice walls can be easily constructed.
(図面による発明の説明)
本発明の一実施態様を図面により説明すると、1は比較
的大径のケーシングであって、その下端は開放されてい
る。(Description of the Invention with Drawings) An embodiment of the present invention will be described with reference to the drawings. Reference numeral 1 denotes a relatively large-diameter casing, the lower end of which is open.
ケーシング1内にアースオーガー2を挿入し、その先端
のピット3でケーシング1の先端部の土砂を掘削すると
ともに、この掘削土をスクリュー4で地上に排出しなが
ら、ケーシング1を地中に貫入する(第1図のイ)。こ
の際、ケーシング1を回転させると(図示の場合はアー
スオーガー2の回転方向と逆の方向に回転させている)
、ケーシング1の外周の摩擦がきれて貫入が容易になる
。The earth auger 2 is inserted into the casing 1, and the earth and sand at the tip of the casing 1 are excavated with the pit 3 at the tip, and the casing 1 is penetrated into the ground while discharging this excavated earth to the ground with the screw 4. (Figure 1 A). At this time, when the casing 1 is rotated (in the case shown, it is rotated in the opposite direction to the rotation direction of the earth auger 2)
, friction on the outer periphery of the casing 1 is removed, making penetration easier.
ケーシング1の下端が地中の所定深度に到達したならば
貫入を停止しく第1図の口)、今度はケ−シング1とア
ースオーガー2を引き上げながら、後述のようにアース
オーガー2の軸5内に組み込まれている発泡プラスチッ
ク押出し機構を作動させて、ケーシング1の抜き跡に順
次発泡プラスチック体6を形成しく第1図のハ)、これ
を継続して地表まで延びる発泡プラスチックの柱状体7
を造成する(第1図の二)0
なお、発泡プラスチック体6の形成時には、図示のよう
にアースオーガー2の下端をケーシング1内に若干高さ
引き込んでおき、アースオーガー2の下端から押し出さ
れた発泡プラスチックが殆んど発泡を終るまでケーシン
グ1で保護されているようにするのが好ましい。When the lower end of the casing 1 reaches a predetermined depth underground, the penetration should be stopped (as shown in Figure 1), and while pulling up the casing 1 and the earth auger 2, the shaft 5 of the earth auger 2 will be lowered as described below. The foamed plastic extrusion mechanism incorporated in the casing 1 is activated to sequentially form foamed plastic bodies 6 at the extrusion mark of the casing 1 (c) in Fig. 1, and this continues to form a foamed plastic columnar body 7 extending to the ground surface.
(2 in Figure 1) 0 When forming the foamed plastic body 6, the lower end of the earth auger 2 is pulled into the casing 1 by a slight height as shown in the figure, and the lower end of the earth auger 2 is pushed out. It is preferable that the foamed plastic is protected by the casing 1 until most of the foaming process is completed.
つぎに、軸5内に組み込まれている発泡プラスチック押
出機構について説明すると、軸5は筒状で、その内部空
間に回転自在に設けた軸8の下方部には発泡プラスチッ
ク押出し用のスクリュー9が、その上方部には材料(発
泡剤を吸収または吸着させであるか、若しくはさせてな
い熱可塑性合成樹脂のビーズ等)を送るためのスクリュ
ー10が、それぞれ取り付けられている。Next, the foamed plastic extrusion mechanism built into the shaft 5 will be explained. The shaft 5 has a cylindrical shape, and a screw 9 for extruding foamed plastic is installed in the lower part of the shaft 8 which is rotatably provided in the inner space of the shaft 5. , a screw 10 for feeding material (such as beads of thermoplastic synthetic resin with or without absorbing or adsorbing a blowing agent) is attached to the upper part thereof.
スクリュー9の外側には内筒11が設けられ、内筒11
の外側の環状空間12を温水、蒸気等の加熱流体が循環
するようになっている。An inner cylinder 11 is provided on the outside of the screw 9.
A heating fluid such as hot water or steam is circulated in the annular space 12 outside the .
軸8内に発泡剤供給管13が設けられ、必要に応じて内
筒[1内に発泡剤を吐出させるようになっている。A foaming agent supply pipe 13 is provided within the shaft 8, and the foaming agent is discharged into the inner cylinder [1 as required.
そして、上方から送られた材料は、内筒11内に入って
外側から加熱され、発泡しなから内筒11の下端から押
し出される。The material sent from above enters the inner cylinder 11, is heated from the outside, and is extruded from the lower end of the inner cylinder 11 without foaming.
なお、本発明が前述の実施例に限定されないことは勿論
であり、例えば、下端を蓋で閉鎖した状態でケーシング
を地中に貫入し、発泡プラスチックの形成は専用の発泡
プラスチック押出し機で行うようにしても構わない。Of course, the present invention is not limited to the above embodiments. For example, the casing may be penetrated into the ground with the lower end closed with a lid, and the foamed plastic may be formed using a dedicated foamed plastic extruder. It doesn't matter if you do it.
(発明の効果)
本発明は以上のようなものであるから、地中に発泡プラ
スチックの柱状体を極めて簡単に能率良く造成すること
ができ、その結果、土木における発泡プラスチックの利
用範囲を拡張することができる。(Effects of the Invention) Since the present invention is as described above, it is possible to create columnar bodies of foamed plastic underground very easily and efficiently, and as a result, the scope of use of foamed plastic in civil engineering is expanded. be able to.
図面は本発明の一実施例の説明図であって、第1図は工
程図、第2図は発泡プラスチック押出し機構を組み込ん
だアースオーガーの断面図である。
1・・ケーシング、2・・・アースオーガー、・・曲。The drawings are explanatory views of one embodiment of the present invention, in which Fig. 1 is a process diagram and Fig. 2 is a sectional view of an earth auger incorporating a foamed plastic extrusion mechanism. 1...Casing, 2...Earth Auger,...Song.
Claims (1)
、該ケーシング内に挿入した発泡プラスチック押出し機
で、ケーシングが囲んでいた空間に順次発泡プラスチッ
ク体を形成することを特徴、とする発泡プラスチック柱
状体の地中造成工法。A foamed plastic columnar body characterized in that, while pulling out the casing that has penetrated into the ground to a predetermined depth, a foamed plastic extruder inserted into the casing sequentially forms the foamed plastic body in the space surrounded by the casing. Underground construction method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12159786A JPS62280413A (en) | 1986-05-27 | 1986-05-27 | Formation work of expanded plastic column under ground |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12159786A JPS62280413A (en) | 1986-05-27 | 1986-05-27 | Formation work of expanded plastic column under ground |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS62280413A true JPS62280413A (en) | 1987-12-05 |
Family
ID=14815192
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12159786A Pending JPS62280413A (en) | 1986-05-27 | 1986-05-27 | Formation work of expanded plastic column under ground |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS62280413A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006307628A (en) * | 2005-03-31 | 2006-11-09 | Tenox Corp | Column replacing construction method and replacing column |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS509909A (en) * | 1973-06-01 | 1975-01-31 | ||
JPS5434245A (en) * | 1977-08-23 | 1979-03-13 | Ricoh Co Ltd | Magnetic brush developing device |
JPS60192032A (en) * | 1984-03-12 | 1985-09-30 | Sekisui Plastics Co Ltd | Burying method of vibration-proofing wall and the like by means of foaming synthetic resin |
-
1986
- 1986-05-27 JP JP12159786A patent/JPS62280413A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS509909A (en) * | 1973-06-01 | 1975-01-31 | ||
JPS5434245A (en) * | 1977-08-23 | 1979-03-13 | Ricoh Co Ltd | Magnetic brush developing device |
JPS60192032A (en) * | 1984-03-12 | 1985-09-30 | Sekisui Plastics Co Ltd | Burying method of vibration-proofing wall and the like by means of foaming synthetic resin |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006307628A (en) * | 2005-03-31 | 2006-11-09 | Tenox Corp | Column replacing construction method and replacing column |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US3842608A (en) | Method and means for installing load bearing piles in situ | |
BRPI0519115B1 (en) | “DEVICE TO EXPAND INTO A SPACE IN A DRILLING HOLE, AND, METHOD TO PROVIDE A BARRIER IN A SPACE IN A DRILLING HOLE” | |
US3938344A (en) | Earth auger and method for driving piles and the like by means of said earth auger | |
JPS62280413A (en) | Formation work of expanded plastic column under ground | |
ATE54599T1 (en) | PROCESS FOR MAKING A PIPE PIECE AND THEN MANUFACTURED COMPOSITE PIPE. | |
US3478520A (en) | Method for filling abandoned mines | |
JPS55155815A (en) | Method and device for chemical grouting | |
KR20190104673A (en) | Grouting apparatus for reinforcing tunnel and the grouting method thereof | |
CN207109816U (en) | A kind of high efficiency broken pile head | |
JPS5817849B2 (en) | Foundation pile construction method | |
JP3673977B2 (en) | Construction method of water-stopping mountain retaining wall | |
KR20030041204A (en) | fourfold synthetic resin pipe | |
GB1115796A (en) | Improvements in and relating to ground anchors and methods of making such anchors | |
KR100685007B1 (en) | Cement Paste Injection Apparatus And A Method Of Reinforcement For Soft Ground Using The Same | |
JPS5862215A (en) | Friction pile | |
KR200269739Y1 (en) | fourfold synthetic resin pipe | |
JPH10338930A (en) | Drain member used for liquefaction preventing method and its production method, and tool for connecting drain member | |
JPS6160927B2 (en) | ||
JPH0377326B2 (en) | ||
JPS5822604B2 (en) | Ground improvement method | |
JPH08269946A (en) | Construction method for continuous underground wall and structure of continuous underground wall | |
JPS6044452B2 (en) | Basic fixing method for underground pipes | |
KR20230000890A (en) | Drive rod apparatus for a drilling and grouting and Method for preventing underground water using the same | |
JPS603317A (en) | Construction work of foundation pile | |
KR20060002272A (en) | Cement paste injection apparatus and a method of reinforcement for soft ground using the same |