JPS61137912A - Formation of underground column using water semi-permeable cloth - Google Patents
Formation of underground column using water semi-permeable clothInfo
- Publication number
- JPS61137912A JPS61137912A JP26002284A JP26002284A JPS61137912A JP S61137912 A JPS61137912 A JP S61137912A JP 26002284 A JP26002284 A JP 26002284A JP 26002284 A JP26002284 A JP 26002284A JP S61137912 A JPS61137912 A JP S61137912A
- Authority
- JP
- Japan
- Prior art keywords
- cylindrical body
- cloth
- ground
- cylinder
- semi
- 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
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
Abstract
Description
【発明の詳細な説明】 (産業上の利用分野) ・ 。[Detailed description of the invention] (Industrial application field).
本発明は、地中C二形成するく部やアンカー等の柱状体
の造成方法に関するものであ・る。 。The present invention relates to a method for constructing columnar bodies such as underground C2-forming scoops and anchors. .
(従来の技術)
3:奮:ニ”:::tt:二工:::2詰めており、砂
の場合は砂杭として地中に埋設すること(:・より地中
からの脱水を促進し、地盤の圧密沈下の促進をはかるも
のである。一方、モルタルの場合は法面保護体として内
部に注入したモルタルから水を脱水させてモルタルな固
結強化させ法面保護体を作るものである。いずれの場合
も布状物による補強と布状物の透水性の良さを利用する
ものであった。(Conventional technology) 3: Iku: ni":::tt: 2::: 2. If it is sand, it should be buried underground as a sand pile (:・Promotes dewatering from the ground. In the case of mortar, water is dehydrated from the mortar poured inside to strengthen the mortar and create a slope protection. In both cases, reinforcement with a cloth-like material and good water permeability of the cloth-like material were utilized.
(発明が解決しようとする問題点)
従うて、布状物を用いた筒状体にモルタルを注入して所
定径の筒状体を作製しようとすると注入と同時C二注入
されたモルタルから布状物を介して 。(Problem to be Solved by the Invention) Therefore, when attempting to produce a cylindrical body of a predetermined diameter by injecting mortar into a cylindrical body using a cloth-like material, C2 is simultaneously poured into the cylindrical body from the injected mortar. Through things like .
脱水が始まるので、筒状体が長い場合は途中でモルタル
が脱水、固結するため、布状物の種類、モルタルの注入
速度、キルタルの配合等により所”定径′の筒状体が完
成する前にモルタルが脱水・固化しモルタルが注入でき
なくなる場合があった。As dehydration begins, if the cylindrical body is long, the mortar will dehydrate and solidify on the way, so a cylindrical body with a specified diameter will be completed depending on the type of fabric, mortar injection speed, kiltar composition, etc. In some cases, the mortar dehydrated and solidified before pouring, making it impossible to pour the mortar.
また−所定径の筒状体ができた場合においても筒状体が
完成した時点でモルタルは脱水・固化しているので、こ
れ以上注入圧を保持したり、更に注入圧を増して所定径
より大径の筒状体を作製することは不可能であった。Furthermore, even if a cylindrical body with a predetermined diameter is made, the mortar has already dehydrated and solidified by the time the cylindrical body is completed, so it is not possible to maintain the injection pressure any longer or increase the injection pressure even further than the predetermined diameter. It was impossible to produce a large-diameter cylindrical body.
(問題点を解決するための手段)
本発明はこのような問題点に鑑み布状物として、比較的
速゛水し難い半透水性の布状物を用いることζ;より、
筒状体内ζ;注入されたモルタル等のセメント硬化体が
早期に脱水・固化することなく、セメント硬化体の配合
や注入速8度等を全く気にすることなく所定径の柱状体
を地中で容易に造成することを可能としたものである。(Means for Solving the Problems) In view of these problems, the present invention uses a semi-water-permeable cloth material that is relatively difficult to absorb water quickly;
Cylindrical body ζ: A columnar body of a predetermined diameter is placed underground without worrying about the composition of the hardened cement material or the injection speed of 8 degrees, etc., without premature dehydration and solidification of the injected cement hardened material such as mortar. This made it possible to easily create it.
即ち、本発明は、地盤中の所定深度まで先端部が閉そく
された半透水布状物より成る筒状体を地表より挿入した
後、この筒状体の地表部の一端よりセメント硬化体を注
入することにより所定径まで筒状体を膨脹させつつ筒状
体より脱水させることを特長とする半透水布状物を用い
た地中柱状体の造成方法とすること1:より、前記問題
点を解決したものである。That is, the present invention involves inserting a cylindrical body made of semi-permeable fabric whose tip is closed to a predetermined depth into the ground from the ground surface, and then injecting hardened cement from one end of the cylindrical body at the ground surface. To provide a method for constructing an underground columnar body using a semi-permeable cloth material, which is characterized by expanding the cylindrical body to a predetermined diameter and dehydrating the cylindrical body by It is resolved.
通常の布状物は一般ζ二透水性を有しているが、本発明
でいう半透水−の布状物とはこの透水性が一般の布状物
(二比較して透水性がない布状物で、具体的には最低7
気圧程度の水圧が作用してはじめて透水を開始する様な
布状物を指すが、この最低圧力は多少の変動であればセ
メント硬化体の配合や注入速度等を変えることにより本
発明で言う半透水布状物としての目的は達せられる。Ordinary cloth-like materials have general water permeability, but semi-water permeable cloth-like materials in the present invention refer to cloth-like materials that have this water permeability compared to ordinary cloth-like materials (compared to cloths with no water permeability). Specifically, at least 7
This refers to a cloth-like material that begins to permeate water only when water pressure on the order of atmospheric pressure acts on it, but if this minimum pressure varies slightly, it can be adjusted to the semi-temperature range referred to in the present invention by changing the composition of the cement hardening material, the injection speed, etc. The purpose as a water-permeable fabric is achieved.
この様な半透水の布状物は、通常のナイロン等の布状物
の織り目を相当強くつめて作ることも可能であるが、コ
スト高となるので薄いプラスチックフィルムを貼り付け
たり樹脂等を含浸又はコーティングして表面加工を施し
作ると良い。最も容易C;作製する方法の例としてアク
リル系樹脂等を布状物の一面に薄くコーティングする方
法等がある。Semi-permeable cloth like this can be made by tightly packing the weave of ordinary cloth such as nylon, but the cost is high, so it is possible to make it by pasting a thin plastic film or impregnating it with resin etc. Alternatively, it is better to coat it and give it a surface treatment. Easiest C: An example of a manufacturing method includes a method of thinly coating one surface of a cloth-like material with an acrylic resin or the like.
また、この様な方法で作られた半透水の布状物の透水性
が悪く、そのため所定の圧力より高くしないと透水しな
い様な布状物を使用した場合でも、筒状体には一般に布
状物を筒状体に形成するための軸方向の縫い目があり、
内圧力が作用するとこの縫い目が多少開きここから脱水
を始めるので、所定の圧力を作用させて一定時間保持す
れば結果−的に布状物から透水させた場合と同じ状態が
得られる。従って、布状物の透水性(=関しては前記の
様な透水を開始するまでの圧力が最低圧力として確保さ
れていれば多少透水性の悪い布状物を用いることも可能
である。Additionally, semi-permeable fabrics made by this method have poor water permeability, so even when using fabrics that do not allow water to pass through unless the pressure is increased above a certain level, the cylindrical body is generally made of fabric. There is an axial seam to form the shaped object into a cylindrical body,
When internal pressure is applied, this seam opens a little and dewatering begins from there, so if a predetermined pressure is applied and maintained for a certain period of time, the same state as when water permeates through a cloth-like material can be obtained. Therefore, with regard to the water permeability of a cloth material, it is possible to use a cloth material with somewhat poor water permeability, as long as the pressure required to start water permeation as described above is maintained as the minimum pressure.
本5発明で使用する布状筒体の外径は夕〜、20cIR
程度が好ましく、布状筒体を地盤中(二挿入する方法は
予め所定径以下の掘削孔な堀り、この中に布状筒体を挿
入すれば良いが、地盤が軟弱の場合は布状筒体の先端部
をシャフトの先でつかみ直接地中(;押し込むことも可
能である。予め掘削孔な作って布状筒体を押入する場合
の掘削孔の径は軟弱地盤であれば布状筒体が容易C二人
る径であれば十分であり、所定径の半分程度あれば良い
。The outer diameter of the cloth-like cylinder used in the present invention is 20 cIR.
It is preferable to insert the cloth-like cylinder into the ground (the method of inserting the cloth-like cylinder is to first dig a hole with a specified diameter or less and insert the cloth-like cylinder into this hole, but if the ground is soft, the cloth-like cylinder can be inserted into the ground). It is also possible to grasp the tip of the cylindrical body with the end of the shaft and push it directly into the ground.If you make an excavation hole in advance and push the cloth-like cylindrical body into it, the diameter of the excavation hole should be It is sufficient if the diameter of the cylindrical body is large enough for two people, and it is sufficient if the diameter is about half of the predetermined diameter.
また、地表より筒状体に注入するセメント硬化体として
は流動性等の面C二おいてセメントモルタルが最も望ま
しいが、セメントコンクリート、フィルセメント等も可
能である。Furthermore, as the hardened cement material to be injected into the cylindrical body from the ground surface, cement mortar is most desirable from the viewpoint of fluidity, etc., but cement concrete, fill cement, etc. are also possible.
この様にして作られた半透水相状筒体はセメント硬化体
に対し容易に脱水せず、ある程度の圧力が作用してはじ
めて脱水するので、筒状体内(ニセメント硬化体を注入
した場合は筒状体内の圧力が上昇することにより筒状体
が膨脹をし脱水を始めること(二なる。The semi-permeable phase cylinder made in this way does not easily dehydrate the cement hardened material and dehydrates only when a certain amount of pressure is applied. As the pressure inside the cylindrical body increases, the cylindrical body expands and dehydration begins (second stage).
(実施例)
外径♂θ■、長さ41,000 mの掘削孔な地中に設
け、この掘削孔内に所定外径/30■、長さダ、θ00
−の半透水布状物より成る先端部が閉そく°された筒状
体を鋼棒を用いて挿入したのち、鋼棒のみ引き抜き、筒
状体の上部の開口にモルタル注入ポンプに連結された注
入ホースを結び付け、ポンプにより筒状体内にモルタル
を注入した。(Example) An excavation hole with an outer diameter of ♂θ■ and a length of 41,000 m was provided underground, and a predetermined outer diameter of /30■, a length of θ00
- After inserting a cylindrical body made of a semi-permeable cloth-like material with a closed end using a steel rod, only the steel rod is pulled out, and an injector connected to a mortar injection pump is inserted into the opening at the top of the cylindrical body. A hose was tied and mortar was injected into the cylindrical body using a pump.
注入開始後、筒状体にモルタルが満たされるまで注入圧
力は上昇しなかったが、満たされてのち筒状体が膨脹し
径が大きくなるにつれて注入圧力は上昇し、最高圧力弘
気圧になった時点でポンプを止め注入を終了した。After injection started, the injection pressure did not increase until the cylindrical body was filled with mortar, but after it was filled, the cylindrical body expanded and its diameter increased, and the injection pressure increased until it reached the maximum pressure. At this point, the pump was stopped and the infusion was terminated.
後日掘削調査した結果、筒状体のモルタルは完全に硬化
し、その外径は/4t!wmであった。As a result of excavation investigation later, the mortar of the cylindrical body was completely hardened and its outer diameter was /4t! It was wm.
使用した半透水布状物は引張強度2 j Oh/anの
ナイロン製布状物の片面gニアクリル系樹脂により防水
加工を施したものである。The semi-permeable cloth material used was a nylon cloth material with a tensile strength of 2 j Oh/an, one side of which was waterproofed with acrylic resin.
(発明の効果)
この半透水の布状筒体を用いれば早期にモルタルが脱水
固化して、モルタルの注入に問題を生ずることもなく、
筒状体より脱水が終るまで内圧力を保持させることにで
きるので、軟弱地盤であれば、小さな掘削孔内(;掘削
孔径より太径の布状筒体を挿入して上部よりセメント硬
化体を圧入するとセメント硬化体の内圧により掘削孔を
押し拡げ掘削孔より大径の地中柱体を造成することがで
き、従って、従来の様に大型施工機械を用いて大きな掘
削孔な予め準備する必要はなく、布状筒体を挿入できる
最小の孔さえあれば十分とでき、また、特(:軟らかい
例えばN値;2以下の様な地盤の場合は掘削孔を作らず
直接布状筒体をシャフト等により、地中に挿入するのみ
でも柱状体の造成が可能となる。(Effect of the invention) If this semi-permeable cloth-like cylinder is used, the mortar will dehydrate and solidify at an early stage, and there will be no problem in pouring the mortar.
Since the internal pressure can be maintained from the cylindrical body until the dewatering is completed, if the ground is soft, it is possible to insert the cloth-like cylindrical body into a small excavation hole (with a diameter larger than the diameter of the excavation hole) and pour the hardened cement from above. When press-fitting, it is possible to expand the excavation hole by the internal pressure of the hardened cement and create an underground column with a larger diameter than the excavation hole.Therefore, unlike conventional methods, it is necessary to prepare a large excavation hole in advance using large construction machines. It is sufficient to have the smallest hole into which the cloth-like cylinder can be inserted.In addition, in the case of soft ground, for example, with an N value of 2 or less, it is necessary to insert the cloth-like cylinder directly without making an excavation hole. Using a shaft or the like, it is possible to create a columnar body simply by inserting it into the ground.
第7図のA、B、Cは本発明の各工程を示す状態図であ
り、第1図の人は半透水の布状物より成る筒体2を地盤
中に挿入した状態を示す。
第1図のBは布状筒体2の地表部の一端3よりセメント
硬化体4を注入している状態を示す。
第7図のCは地中で膨脹し、脱水・固化して完成した状
態を示す。
1:掘削孔
2:半透水の布状物より成る筒状体
3:筒状体の地表部の端
4:セメント硬化体7A, B, and C are state diagrams showing each step of the present invention, and the person in FIG. 1 shows a state in which the cylinder 2 made of a semi-permeable cloth material is inserted into the ground. B in FIG. 1 shows a state in which hardened cement 4 is injected from one end 3 of the surface part of the cloth-like cylinder 2. C in Figure 7 shows the completed state after expanding underground, dehydrating and solidifying. 1: Excavation hole 2: Cylindrical body made of semi-permeable cloth 3: End of the surface part of the cylindrical body 4: Hardened cement body
Claims (1)
物より成る筒状体を地表より挿入した後、上記筒状体の
地表部の一端よりセメント硬化体を注入することにより
所定径まで上記筒状体を膨脹させつつ筒状体より脱水さ
せることを特徴とする半透水布状物を用いた地中柱状体
の造成方法After inserting a cylindrical body made of a semi-permeable fabric whose tip is closed to a predetermined depth into the ground from the ground surface, hardened cement is injected from one end of the surface of the cylindrical body to a predetermined diameter. A method for creating an underground columnar body using a semi-permeable fabric, characterized by dehydrating the cylindrical body while expanding the cylindrical body.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP26002284A JPS61137912A (en) | 1984-12-11 | 1984-12-11 | Formation of underground column using water semi-permeable cloth |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP26002284A JPS61137912A (en) | 1984-12-11 | 1984-12-11 | Formation of underground column using water semi-permeable cloth |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS61137912A true JPS61137912A (en) | 1986-06-25 |
JPH0324925B2 JPH0324925B2 (en) | 1991-04-04 |
Family
ID=17342215
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP26002284A Granted JPS61137912A (en) | 1984-12-11 | 1984-12-11 | Formation of underground column using water semi-permeable cloth |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61137912A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63277319A (en) * | 1987-04-11 | 1988-11-15 | Oyo Chishitsu Kk | Setting of friction pile |
JPS6436821A (en) * | 1987-07-31 | 1989-02-07 | Asahi Chemical Ind | Construction of hardened column |
CN108978640A (en) * | 2018-08-07 | 2018-12-11 | 佛山市房建集团有限公司 | Cast-in-place pile construction method |
-
1984
- 1984-12-11 JP JP26002284A patent/JPS61137912A/en active Granted
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63277319A (en) * | 1987-04-11 | 1988-11-15 | Oyo Chishitsu Kk | Setting of friction pile |
JPH0458846B2 (en) * | 1987-04-11 | 1992-09-18 | Oyo Chishitsu Kk | |
JPS6436821A (en) * | 1987-07-31 | 1989-02-07 | Asahi Chemical Ind | Construction of hardened column |
CN108978640A (en) * | 2018-08-07 | 2018-12-11 | 佛山市房建集团有限公司 | Cast-in-place pile construction method |
Also Published As
Publication number | Publication date |
---|---|
JPH0324925B2 (en) | 1991-04-04 |
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