JPH076301B2 - Columnar body burying method and expansion / solidification package used for it - Google Patents

Columnar body burying method and expansion / solidification package used for it

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Publication number
JPH076301B2
JPH076301B2 JP25091289A JP25091289A JPH076301B2 JP H076301 B2 JPH076301 B2 JP H076301B2 JP 25091289 A JP25091289 A JP 25091289A JP 25091289 A JP25091289 A JP 25091289A JP H076301 B2 JPH076301 B2 JP H076301B2
Authority
JP
Japan
Prior art keywords
columnar body
package
water
expansion
hole
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 - Fee Related
Application number
JP25091289A
Other languages
Japanese (ja)
Other versions
JPH03115669A (en
Inventor
英輔 田中
Original Assignee
株式会社中部地質試験所
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Application filed by 株式会社中部地質試験所 filed Critical 株式会社中部地質試験所
Priority to JP25091289A priority Critical patent/JPH076301B2/en
Publication of JPH03115669A publication Critical patent/JPH03115669A/en
Publication of JPH076301B2 publication Critical patent/JPH076301B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、地中に柱状体を埋設するための改善された工
法、および地中に柱状体を埋設する際に用いるのに適し
た膨張・固化パッケージに関するものである。
Description: FIELD OF THE INVENTION The present invention relates to an improved construction method for burying pillars in the ground, and an expansion suitable for use in burying pillars in the ground. -It is related to the solidification package.

(従来の技術) 従来、軟弱な地盤に柱状体を埋設する場合、埋設された
柱状体の地表表出部分の下部にコンクリート基礎を設置
したり、或いは「根がらみ」と称される補助構造物を設
置したりする方法、柱状体の地表表出部に支線を張っ
て、又は地中に固定された他の支柱をつっかえ棒の如く
用い、若しくは該他の支柱と結合することによって支え
る方法、さらには、柱状体の下部に柱状体の径を拡大さ
せるが如き構造体を設けたり、柱状体を埋設した地盤周
辺の地盤を強化すべく柱状体外周と掘削孔との間の隙間
を埋戻し転圧締固めを行なう方法等が用いられて、軟弱
な地盤中においても柱状体を自立、保持せしめるための
努力が払われてきた。
(Prior Art) Conventionally, when burying a columnar body in soft ground, a concrete foundation is installed below the surface-exposed portion of the buried columnar body, or an auxiliary structure called "root entrapment". A method of setting up, a branch line on the surface of the columnar body, or a method of supporting another pillar fixed in the ground as a sticker, or a method of supporting the pillar by connecting it to the other pillar, Furthermore, a structure such as expanding the diameter of the columnar body is provided under the columnar body, or the gap between the outer periphery of the columnar body and the drill hole is backfilled to strengthen the ground around the ground where the columnar body is embedded. Efforts have been made to make columnar bodies self-supporting and retaining even in soft ground by using a method such as compaction by compaction.

(発明が解決しようとする課題) しかしながら、前述の如き種々の方法には、埋設すべき
柱状体の埋設用地の他に、かかる柱状体を支える補助構
造物を設置するための用地が必要であったり、通常の掘
削孔に比べて遥かに大きな範囲の削孔が必要であった
り、工程の煩雑、施工の非能率、過大な工事設備等々の
問題があった。
(Problems to be Solved by the Invention) However, the various methods as described above require a site for installing an auxiliary structure for supporting the columnar body in addition to the site for burying the columnar body to be embedded. In addition, there are problems such as the need for drilling in a far larger area than the usual drilling holes, the complexity of the process, the inefficiency of construction, and excessive construction equipment.

本発明は、かかる様々な問題を解決することを課題とし
た柱状体埋設工法および、かかる工法に用いるのに、特
に適した膨張・固化パッケージを提供することにある。
The present invention is to provide a columnar body burying method for solving the above various problems, and an expansion / solidification package particularly suitable for use in the method.

(課題を解決するための手段・作用) そして、本発明は、かかる課題解決のために、水分との
反応によって、膨張し、固化する粉状若しくは粒状の反
応剤と、該反応剤を収容する、透水性または水溶性の袋
状外皮とを含む膨張・固化パッケージを用い、所定の柱
状体の地中埋設部位を該パッケージにて外包した後、該
柱状体を埋設し、かかるパッケージ内の反応剤を水分と
反応せしめて、該柱状体の周りに固化物層を形成させる
ことを特徴とするものである。
(Means and Actions for Solving the Problem) In order to solve the problem, the present invention contains a powdery or granular reaction agent that expands and solidifies by a reaction with water, and the reaction agent. Using an expanded / solidified package including a water-permeable or water-soluble bag-like outer skin, after encapsulating the underground embedding site of a predetermined columnar body with the package, embedding the columnar body, and reacting in the package It is characterized in that the agent is reacted with water to form a solidified material layer around the columnar body.

このように、所定の柱状体の地中埋設部位を、反応剤の
パッケージにて外包し、予め掘削された掘削孔に挿入す
ることにより、該掘削孔内において反応剤は柱状体の周
りに所定厚さで確実に位置せしめられることとなり、そ
してそのような反応剤は、袋状外皮によって土砂等から
遮断されつつ、該袋状外皮の透水性または水溶性によ
り、該袋状外皮を通じて浸透した土中の水分、或いは水
分のない地盤中に埋設される場合は人為的に加えられた
水分等と反応して、膨張,固化する。
In this way, by encapsulating the underground buried portion of a predetermined columnar body with a package of the reaction agent and inserting it into a pre-drilled hole, the reaction agent is surrounded by a predetermined amount around the columnar body in the drilled hole. The bag is reliably positioned in a thickness, and such a reaction agent is shielded from the sand and the like by the bag-like outer cover, and the water permeability or water solubility of the bag-like outer cover allows the soil to penetrate through the bag-like outer cover. When it is buried in the water inside or the ground without water, it reacts with the water added artificially and expands and solidifies.

そして、その際の反応剤の膨張によって、掘削孔の孔壁
は、孔の中心から径方向外方に働く力によって押圧,圧
縮せしめられるようになり、またその圧縮作用により、
軟弱な地盤が強固になると共に、孔周辺の土中水は強制
的に排出され、更にその排出された土中水を前記反応剤
が吸収することによる反応の激化によって、反応剤の膨
張,固化が一層促進せしめられ、「反応→膨張,固化→
押圧,圧縮→強制排水→水分吸収」という反応循環が繰
り返されて、最終的に、圧縮,脱水作用によって強固に
なった地盤に、膨張,固化して恰も柱状体と一体と化し
た反応剤が、地盤中に埋設された柱状体の外周を取り巻
く形で形成され、以て埋設された柱状体を強力に支持す
るようになるのである。
Then, due to the expansion of the reactant at that time, the hole wall of the drill hole is pressed and compressed by the force acting radially outward from the center of the hole, and due to the compression action,
As the soft ground becomes stronger, the underground water around the hole is forcibly discharged, and the reaction agent intensifies due to the absorption of the discharged underground water by the reactive agent, causing the reactive agent to expand and solidify. Is further promoted, and "reaction → expansion, solidification →
The reaction cycle of pressing, compressing → forced drainage → water absorption is repeated, and finally, the reaction agent that is expanded and solidified and integrated with the columnar body is added to the ground that has been strengthened by compression and dehydration. The columnar body embedded in the ground is formed so as to surround the outer periphery of the columnar body, thereby strongly supporting the embedded columnar body.

なお、かかる本発明において、前記膨張・固化パッケー
ジにて外包された柱状体が地中に設けられた柱状体埋設
用の穴に挿入される際、該穴の側壁に前記パッケージが
直接、接することのないように、(a)予め柱状体埋設
用の穴に挿入された柱状硬質部材の筒内に、前記膨張・
固化パッケージにて外包された柱状体を挿入したり、或
いは、(b)筒状硬質部材の筒内に、前記膨張・固化パ
ッケージにて外包された柱状体を位置せしめた状態で、
柱状体埋設用の穴に挿入したりする手法も採用され、そ
の場合においても、前記筒状硬質部材を柱状体埋設用の
穴から抜き取ることによって、前述したと同様な反応循
環が繰り返された後、最終的に、圧縮,脱水作用によっ
て強固になった地盤に、膨張,固化して柱状体と一体と
化した反応剤が地盤中に埋設された柱状体の外周を取り
巻く形で形成され、強力に埋設された柱状体を支持する
こととなる。
In the present invention, when the columnar body encased by the expansion / solidification package is inserted into the hole for burying the columnar body provided in the ground, the package should be in direct contact with the side wall of the hole. (A) In the cylinder of the columnar hard member previously inserted into the hole for burying the columnar body, the expansion /
In the state where the columnar body packaged by the solidification package is inserted, or (b) the columnar body packaged by the expansion / solidification package is positioned in the cylinder of the cylindrical hard member,
A method of inserting into a hole for burying a columnar body is also adopted, and even in that case, by removing the tubular hard member from the hole for burying the columnar body, after the same reaction circulation as described above is repeated. Finally, on the ground that has been strengthened by compression and dehydration, the reactant that has expanded and solidified into one body with the columnar body is formed around the outer periphery of the columnar body embedded in the ground and is strong. It will support the columnar body buried in.

また、ここで用いられる、水分との反応によって、膨張
し、固化する粉状若しくは粒状の反応剤と、該反応剤を
収容する、透水性または水溶性の袋状外皮とを含む膨張
・固化パッケージは、土砂等を遮断する透水性または水
溶性の袋状外皮に収容された反応剤が水分と反応するこ
とによって、土砂等が混じらない純枠な反応剤のみから
なる強固な膨張,固化物層を実現するものである。
Further, as used herein, an expanding / solidifying package including a powdery or granular reaction agent which expands and solidifies by a reaction with water and a water-permeable or water-soluble bag-like outer shell which contains the reaction agent. Is a strong expansion and solidified material layer consisting of a pure frame reactive agent that does not mix with earth and sand due to the reaction of the agent contained in the water-permeable or water-soluble bag-like outer skin that blocks the earth and sand etc. Is realized.

(実施例) 以下に、本発明の実施例を挙げ、本発明を更に具体的に
明らかにすることとする。尤も、本発明は、以下に示さ
れる実施例のみに限定されるものではなく、当業者に自
明な技術的知識に基づき最大限に広く解釈され得るもの
であることが、理解されるべきである。
(Example) Hereinafter, the present invention will be described in more detail with reference to Examples of the present invention. However, it should be understood that the present invention is not limited to the examples shown below, but can be broadly construed to the maximum extent based on the technical knowledge obvious to those skilled in the art. .

先ず、本発明において用いられる膨張・固化パッケージ
内の反応剤は、水分と反応して膨張,固化する粉状また
は粒状の物質(材料)であれば、如何なる物質であって
も良く、従来から膨脹促硬性固粒体等として各種のもの
が知られており、例えば、生石灰とアルミニウムを主成
分としたもの、若しくは、これにセメントを加えたも
の、又は生石灰、石コウ、酸化鉄、粘土粉末等及び砂か
らなるもの等が用いられる。なお、反応剤の種類は、膨
張・固化パッケージの適用形態に応じて適宜に選択可能
である。また、膨張・固化パッケージ内の反応剤の量
も、柱状体の周りに形成される固化物層の大きさ等に応
じて、適宜調整されることとなる。
First, the reactive agent in the expansion / solidification package used in the present invention may be any substance as long as it is a powdery or granular substance (material) that expands and solidifies by reacting with moisture, and has been conventionally expanded. Various things are known as hardened solid particles and the like, for example, those containing quicklime and aluminum as the main components, or those in which cement is added, quicklime, gypsum, iron oxide, clay powder, etc. And those made of sand are used. The type of the reactant can be appropriately selected according to the application form of the expansion / solidification package. Further, the amount of the reactant in the expanded / solidified package can be appropriately adjusted according to the size of the solidified material layer formed around the columnar body and the like.

そして、このような反応剤を袋状の内部に収容して、膨
張・固化パッケージを与える袋状外皮としては、例えば
セロファン等の透水性薄膜やPVAフィルムの如き水溶性
薄膜が用いられるが、透水性または水溶性があって、且
つ土砂等を遮断するものであれば、どのような素材のも
のをも用いることが出来る。また、PEフィルム、PPフィ
ルムの如く、材質自体は不透水性であっても、孔を開け
ることによって、透水性とすれば、同様に使用可能であ
る。
And, as the bag-shaped outer skin which accommodates such a reaction agent in the bag-shaped inside and gives an expanded / solidified package, a water-permeable thin film such as cellophane or a water-soluble thin film such as a PVA film is used. Any material can be used as long as it is water-soluble or water-soluble and blocks soil and the like. Further, even if the material itself is impermeable, such as PE film and PP film, it can be similarly used if it is made permeable by forming holes.

また、かかる袋状外皮は、本発明に従ってパッケージが
用いられる土質に応じ、或いは水分を透過し若しくは水
に溶けるまでの時間および内部に収容される反応剤の反
応スピード等を考慮し、厚さ、素材の材質、形状、硬度
等に種々の変化が加えられて用いられる。
Further, such a bag-like outer skin has a thickness depending on the soil property in which the package is used according to the present invention, or in consideration of the time until water permeates or dissolves in water, the reaction speed of the reactant contained therein, and the like, It is used with various changes in the material, shape, hardness, etc. of the material.

例えば、埋設される柱状体の底部から地表表出部に近づ
くに従い、反応剤が水分と反応するスピードを緩めたい
時には、柱状体の底部を外包する膨張・固化パッケージ
に、薄い袋状外皮あるいは水分を透過し易い素材の袋状
外皮を用い、地表表出部に近い柱状体を外包する膨張・
固化パッケージに、厚い袋状外皮或いは水分を透過する
のに時間がかかる素材を用いた袋状外皮を用いれば良
い。
For example, when it is desired to slow down the speed at which the reaction agent reacts with water as the bottom of the buried columnar body approaches the surface exposed part, a thin bag-like skin or moisture is placed on the expansion / solidification package enclosing the bottom of the columnar body. Using a bag-like outer skin that is easy to permeate through
For the solidified package, a thick bag-like outer cover or a bag-like outer cover using a material that takes time to permeate moisture may be used.

さらに、本発明にて用いられる膨張・固化パッケージの
形状は、埋設される柱状体の形状に合わせて、如何なる
形状のものとすることも可能である。例えば、帯状ある
いは板状、円筒状等の筒状、若しくは該筒状のものに底
部を設けた形状、更には棒状等の形状のものが用いら
れ、その大きさ、厚さ等は、用途に応じ、種々の変更を
加えることが可能である。
Furthermore, the shape of the expansion / solidification package used in the present invention can be any shape in accordance with the shape of the columnar body to be embedded. For example, a tubular shape such as a strip shape, a plate shape, or a cylindrical shape, or a shape in which a bottom portion is provided on the cylindrical shape, or a shape such as a rod shape is used, and its size, thickness, etc. Accordingly, various changes can be made.

なお、かかる膨張・固化パッケージは、特に本発明に従
う柱状体埋設工法に用いられるのに適するが、必ずし
も、そのような用途に限定されるものではなく、軟弱な
地盤の改良一般に用いられる場合等、広く土木・建築用
材料等として用いられるものである。
Incidentally, such an expanded / solidified package is particularly suitable for being used in the columnar body burying method according to the present invention, but is not necessarily limited to such an application, and is generally used for improvement of soft ground, etc. It is widely used as a material for civil engineering and construction.

このような本発明に係る膨張・固化パッケージを用いた
本発明の柱状体埋設工法の一実施例について、以下、図
面に基づき説明する。
An embodiment of the method for burying a columnar body according to the present invention using the expansion / solidification package according to the present invention will be described below with reference to the drawings.

第1図は、本発明に係る柱状体埋設工法の一例たる電柱
埋設工法の工程手順の概略を示している。
FIG. 1 shows an outline of a process procedure of a utility pole burying method which is an example of the columnar body burying method according to the present invention.

そこにおいては、先ず、第1図(a)に示されるよう
に、埋設されるべき柱状体である電柱1は、その地中埋
設部位が、透水性若しくは水溶性のフィルムにて形成さ
れた略矩形形状の袋体内に、所定の粒状反応剤が充填さ
れて、所定厚みの矩形充填体とされた本発明に従う膨張
・固化パッケージ2で外包されて、第1図(b)のよう
にされる。なお、この場合、膨張・固化パッケージの形
状,外皮の材料等は、前述した如く、適宜選択され得る
ものであって、例えば、第3図に示されるように、複数
のソーセージ状の膨張・固化パッケージ2′を用いて、
電柱1を外包することも可能である。
First, as shown in FIG. 1 (a), in a utility pole 1 which is a columnar body to be embedded, the underground embedding site is formed by a water-permeable or water-soluble film. A rectangular bag is filled with a predetermined granular reaction agent, and the bag is surrounded by the expansion / solidification package 2 according to the present invention, which is a rectangular packing having a predetermined thickness, as shown in FIG. 1 (b). . In this case, the shape of the expansion / solidification package, the material of the outer cover, and the like can be appropriately selected as described above. For example, as shown in FIG. 3, a plurality of sausage-like expansions / solidifications can be used. Using package 2 ',
It is also possible to enclose the telephone pole 1.

しかる後、かかる電柱1をパッケージ2にて外包したも
のは、第1図(c)に示されるように、クレーンにて吊
り下げられ、水分を多く含んだ軟弱な地盤に設けられた
柱状体埋設用の穴4に挿入せしめられ、埋設されるので
ある(第1図(d))。
Thereafter, the utility pole 1 encased in a package 2 is suspended by a crane as shown in FIG. 1 (c) and embedded in a columnar body provided on a soft ground containing a large amount of water. It is inserted into the hole 4 for use and embedded (FIG. 1 (d)).

このようにして埋設された電柱1は、その地中に埋設さ
れた部位において、パッケージ2にて外包されており、
そして該パッケージ2は、前述したように、水分との反
応によって膨張し、固化する反応剤を、水溶性または透
水性の袋状外皮にて収容したものであるところから、第
2図(a)に示されるように、パッケージ2に収容され
た反応剤は、袋状外皮によって土砂等から遮断されつ
つ、パッケージ2の袋状外皮を透過し、或いは袋状外皮
を溶かしてパッケージ内に浸透した水分、例えば、埋設
用の穴周辺の水分の多い軟弱な地盤より滲出した水分と
反応して、膨張,固化し始める。
The utility pole 1 buried in this way is packaged in the package 2 at the part buried in the ground,
As described above, the package 2 contains the reaction agent that expands and solidifies by the reaction with water in the water-soluble or water-permeable bag-like outer skin, and thus FIG. As shown in Fig. 3, the reaction agent contained in the package 2 is penetrated into the package by penetrating the bag-like outer skin of the package 2 or by dissolving the bag-like outer cover while being shielded from the earth and sand by the bag-like outer skin. For example, it starts to expand and solidify by reacting with the water exuded from the soft ground with a lot of water around the hole for embedding.

かかる反応により、第2図(b)に示されるように、反
応剤の膨張,固化が進むと、その膨張,固化した反応剤
が、埋設用の穴の側壁を穴の中心から径方向外方へ作用
する力によって圧縮するようになる。
As shown in FIG. 2 (b), when the reaction agent expands and solidifies by the reaction, the expanded and solidified reaction agent causes the side wall of the embedding hole to move radially outward from the center of the hole. It becomes compressed by the force acting on.

そして、この膨張,固化した反応剤の圧縮作用により、
埋設用の穴周辺の地盤は締め固められて、軟弱な地盤が
強固になると共に、孔周辺の地盤中の水分は、かかる圧
縮作用により強制的に排出されるのである(第2図
(C)参照)。
Then, due to the compression action of the expanded and solidified reaction agent,
The ground around the burial hole is compacted to strengthen the weak ground, and the water in the ground around the hole is forcibly discharged by the compressing action (Fig. 2 (C)). reference).

さらに、その強制的に排出された地盤中の水分は、パッ
ケージ2内の反応剤によって吸収され、それによる反応
の激化によって、反応剤の膨張,固化がより一層促進せ
しめられ、「反応→膨張,固化→押圧,圧縮→強制排水
→水分吸収」という反応循環(第2図(a)〜(c)参
照)が繰り返されて、最終的に、圧縮,脱水作用によっ
て強固になった地盤に、膨張,固化して恰も柱状体と一
体と化した反応剤の層(塊状)が、地盤中に埋設された
柱状体の外周を取り巻く形で形成され、以て埋設された
柱状体を強力に支持することとなる。即ち、膨張,固化
した反応剤が地盤中に埋設された柱状体と恰も一体と化
したかの如き様相を呈し、柱状体はパッケージ2に外包
された部分において径が拡大したのと同様な結果が得ら
れるのである。
Furthermore, the forcedly discharged water in the ground is absorbed by the reaction agent in the package 2, and the reaction is intensified, whereby the expansion and solidification of the reaction agent are further promoted, and “reaction → expansion, The reaction cycle of “solidification → pressing, compression → forced drainage → water absorption” (see FIGS. 2 (a) to (c)) is repeated, and finally, the soil becomes firm due to compression and dehydration, and the soil expands. , The layer of the reactive agent (lump) that solidifies and is integrated with the columnar body is formed so as to surround the outer periphery of the columnar body embedded in the ground, thus strongly supporting the embedded columnar body. It will be. In other words, the expanded and solidified reaction agent appears to be integrated with the columnar body embedded in the ground, and the columnar body has the same result as the diameter is expanded in the portion enclosed by the package 2. Be done.

従って、柱状体を通じて伝達される荷重は、膨張固化し
た反応剤の層の外周面に接する地盤によって支えられる
こととなり、接触面積に比例する鉛直方向、及び水平方
向の地盤抵抗は、柱状体のみを埋設した場合に比べて遥
かに拡大し、結果として鉛直支持力、及び水平抵抗力が
増大するのである。
Therefore, the load transmitted through the columnar body is supported by the ground in contact with the outer peripheral surface of the layer of the expanded and solidified reaction agent, and the vertical and horizontal ground resistances proportional to the contact area are limited to the columnar body only. It is much larger than when it is buried, and as a result, the vertical support force and horizontal resistance force increase.

ところで、以上の如き埋設工法を採用する場合におい
て、掘削された柱状体埋設用の穴の側壁から瓦礫等が突
出している場合等、柱状体を外包する膨張,固化パッケ
ージが、柱状体埋設用の穴に挿入される際、パッケージ
の袋状外皮が穴の側壁と接触し、或いは穴の側壁から突
出した瓦礫等と接触して、破損し、パッケージ内の反応
剤が水分と反応する以前に穴の側壁の土砂等と混じり合
って、反応剤と水分との反応が鈍ってしまったり、柱状
体の周りに反応剤の充填剤を均一に形成し得なくなって
しまうことがある。
By the way, in the case of adopting the burying method as described above, when the rubble or the like is projected from the side wall of the excavated hole for burying the columnar body, the expansion and solidification package enclosing the columnar body is used for burying the columnar body. When it is inserted into the hole, the bag-shaped outer skin of the package contacts the side wall of the hole, or contacts rubble protruding from the side wall of the hole to damage it, and before the reaction agent in the package reacts with moisture, the hole There is a case in which the reaction agent reacts with moisture to become dull by mixing with the earth and sand on the side wall of the column, or it becomes impossible to uniformly form the filler of the reaction agent around the columnar body.

かかる場合には、穴の掘削後、例えばプラスチック製の
筒状硬質部材を穴内に挿入し、穴の側壁を覆いつつ、該
プラスチック製筒内に、前述した本発明で用いられる膨
張・固化パッケージにて外包した柱状体を挿入した後、
かかるプラスチック製筒状硬質部材を引き抜くようにす
る手法が有利に採用される。
In such a case, after excavating the hole, for example, a cylindrical hard member made of plastic is inserted into the hole, and while covering the side wall of the hole, inside the plastic cylinder, the expansion / solidification package used in the present invention described above is formed. After inserting the externally wrapped columnar body,
A method of pulling out such a plastic cylindrical hard member is advantageously adopted.

このような工法を用いることにより、膨張・固化パッケ
ージ内の反応剤が水分と反応する以前に穴の側壁の土砂
等と混じり合って、反応剤と水分との反応が鈍ってしま
う等の問題が生じるのを避けることができる。
By using such a construction method, there is a problem that the reaction agent in the expansion / solidification package mixes with the earth and sand on the side wall of the hole before reacting with the water, and the reaction between the reaction agent and the water becomes dull. It can be avoided.

なお、筒状硬質部材は、埋設用の穴の側壁を覆って、パ
ッケージ外皮を破損させる原因となるようなものが筒内
に入らないようにするためのものであるから、プラスチ
ック以外の材質、例えば金属材、セラミック材等、目的
に沿う材料であれば、あらゆる種類の材料が用いられ得
る。
The cylindrical hard member covers the side wall of the hole for embedding, and is intended to prevent a thing that may damage the package outer shell from entering the cylinder, so a material other than plastic, For example, any kind of material can be used as long as it is a material suitable for the purpose, such as a metal material or a ceramic material.

また、かかる筒状硬質部材は、当初より筒状のものであ
っても良いが、可撓性のある板状等のものを埋設用の穴
に挿入する際に筒状にして用いても良いし、数枚の板状
等のものを埋設用の穴に挿入し、穴の側壁を覆って、筒
状にすることも可能である。
The tubular hard member may be a tubular member from the beginning, but a flexible plate-like member may be tubularly used when inserting it into the hole for embedding. However, it is also possible to insert several plates or the like into the hole for embedding and cover the side wall of the hole to form a tubular shape.

さらにまた、柱状体を膨張・固化パッケージにて外包
し、埋設用の穴に挿入する前に、前述のような筒状硬質
部材にて覆い、しかる後に、それらを全て一体的に、埋
設用の穴に挿入し、挿入が完了したならば、該筒状硬質
部材のみ抜き取るという工法を採ることも可能である。
Furthermore, the columnar body is wrapped in an expansion / solidification package, and is covered with the above-mentioned cylindrical hard member before being inserted into the hole for embedding, and thereafter, all of them are integrated and embedded. It is also possible to adopt a construction method in which the tubular hard member is removed only after it is inserted into the hole and the insertion is completed.

かかる工法も、膨張・固化パッケージ内の反応材が水分
と反応する以前に穴の側壁の土砂等と混じり合って、反
応剤と水分との反応が鈍ってしまう等の問題を避けるこ
とができる点では、前述の埋設用の穴の側壁を筒状硬質
部材にて覆う工法と同様である。尤も、この工法は、前
述の工法に比べて、施工が容易である場合が多いという
利点を有している。
This method also avoids the problem that the reaction material in the expansion / solidification package mixes with the earth and sand on the side wall of the hole before it reacts with water, and the reaction between the reaction agent and water becomes dull. Then, the method is the same as the method of covering the side wall of the burial hole described above with the cylindrical hard member. However, this construction method has the advantage that it is often easier to construct than the construction method described above.

以上、本発明に従って、膨張・固化パッケージが柱状体
を取り巻く態様で、埋設用の穴に挿入される場合につい
て説明してきたが、膨張・固化パッケージは、柱状体と
埋設用の穴との間のどのような場所にも用いられ得る。
例えば、地盤中の穴の最深部に達する柱状体の底部のみ
に膨張・固化パッケージが用いられる場合もあり得る
し、また、異形柱、例えばH鋼の凹部のみに膨張・固化
パッケージが用いられる場合もあり得る。
As described above, according to the present invention, the case where the expansion / solidification package is inserted into the hole for embedding in the mode surrounding the columnar body has been described. However, the expansion / solidification package has a structure between the columnar body and the hole for embedding. It can be used in any place.
For example, the expansion / solidification package may be used only for the bottom of the columnar body reaching the deepest part of the hole in the ground, or the expansion / solidification package may be used only for the deformed column, for example, the recess of H steel. There is also a possibility.

また、本発明は、地中に埋設される柱状体の外周を均一
に膨張・固化パッケージにて覆う場合に限られるもので
はなく、柱状体を外包する膨張・固化パッケージの厚み
は、同一柱状体であっても、地中に埋められる深さに応
じ、また、同一柱状体の同一外周上であっても、地質・
用途等に応じ、適宜変更が加えられる。
Further, the present invention is not limited to the case where the outer periphery of the columnar body buried in the ground is uniformly covered with the expansion / solidification package, and the thickness of the expansion / solidification package enclosing the columnar body is the same. However, depending on the depth buried in the ground, and even on the same outer circumference of the same columnar body,
Modifications are made as appropriate according to the application.

なお、本発明に係る柱状体埋設工法は、特に軟弱な地盤
に柱状体を埋設する場合に好適に用いられるが、本発明
の用途は、かかる場合に限定されるものではなく、通常
の地盤や、砂質地盤等に柱状体を埋設する場合、その
他、当業者が有する通常の知識に基いて想定し得るあら
ゆる用途を有するものである。
Incidentally, the columnar body burying method according to the present invention is preferably used particularly when burying the columnar body in the soft ground, the use of the present invention is not limited to such cases, normal ground and In the case of embedding a columnar body in a sandy ground or the like, it has all other uses that can be envisioned based on the ordinary knowledge of those skilled in the art.

また、本発明は、電柱、架線支柱、街路灯、広告塔、遊
戯施設の支柱等、柱状体の一部を他中に埋設するものの
他、基礎杭、仮設杭等、柱状体の全部または大半を地中
に埋設するもの、アンカー等、地中に埋設して引き抜き
力に抗することを目的とするもの等、多様な分野におい
て利用することができる。
Further, the present invention is a utility pole, overhead wire pole, street light, advertising tower, a pillar of amusement facility, etc. in which a part of the columnar body is embedded in another, as well as all or most of the columnar body such as foundation piles, temporary piles, etc. It can be used in various fields, such as those that are buried in the ground, anchors, and the like that are buried in the ground to resist pull-out force.

ところで、本発明において、膨張・固化パッケージ内の
反応剤を完全に反応させる上で水分が不十分な場合、例
えば、柱状体が埋設される周辺の地盤から滲出する水分
だけでは不十分な場合、或いは柱状体が埋設される地盤
から水分が滲出しない場合等々においては、地下水、雨
水、人為的な加水等、あらゆる水分が反応剤の反応のた
めに利用され得る。
By the way, in the present invention, when the water content is insufficient to completely react the reaction agent in the expansion / solidification package, for example, when only the water exuding from the ground around the columnar body is insufficient, Alternatively, in the case where water does not exude from the ground in which the pillars are buried, all water such as ground water, rain water, artificial water addition, etc. can be used for the reaction of the reaction agent.

(発明の効果) 以上のように、本発明は、透水性または水溶性の袋状外
皮内に水分と反応して膨張・固化する反応剤を収容した
膨張・固化パッケージを用いて、柱状体の所定の埋設部
位を外包した後、かかる柱状体を埋設し、そして該パッ
ケージ内の反応剤と水分とを反応せしめて、該柱状体の
周りに固化物層を形成させることを特徴とするものであ
るから、埋設された柱状体の周りに、恰も柱状体と一体
と化した、膨張・固化した反応剤の層が形成されると共
に、「反応剤の反応→反応剤の膨張・固化→反応剤によ
る周辺地盤の圧縮→周辺地盤からの強制排水」の繰り返
しにより、柱状体が埋設された周辺の地盤は、脱水され
締め固められて軟弱な地盤が強固となるのであって、簡
易な工程で、且つ能率的な施工、また、過大な工事設備
も、埋設する柱状体以外の補助支持機構も、該支持機構
の為の用地も必要としないにもかかわらず、軟弱な地盤
においても強固に埋設された柱状体を自立、支持せしめ
得るのである。
(Effects of the Invention) As described above, the present invention uses the expansion / solidification package in which the reactive agent that expands / solidifies by reacting with water is contained in the water-permeable or water-soluble bag-shaped outer skin. After encapsulating a predetermined embedding site, the columnar body is embedded, and the reaction agent and moisture in the package are reacted to form a solidified material layer around the columnar body. Therefore, a layer of the expanded and solidified reactant, which is integrated with the pillar, is formed around the buried pillar, and at the same time, "reaction of the reactant → expansion / solidification of the reactant → reactant By repeating `` Compression of the surrounding ground by → → forced drainage from the surrounding ground '', the surrounding ground where the pillars are buried is dehydrated and compacted and the soft ground becomes strong, so it is a simple process. And efficient construction, and also excessive construction equipment Even though the auxiliary support mechanism other than the pillars to be buried and the site for the support mechanism are not required, the pillars that are firmly buried can be supported and supported even on the soft ground.

また、本発明によれば、柱状体を外包する膨張・固化パ
ッケージの有無,種類やパッケージ内の反応剤の量等を
任意かつ簡便に選択,調節することにより、埋設された
柱状体の周辺に形成される膨張・固化した反応剤の層の
有無、厚さを任意に調節することができるため、周辺地
盤を均質に圧縮,脱水することにより、埋設された柱状
体の周辺の地盤の強度を均質に強化することも可能であ
れば、任意の異なった度合の周辺地盤の強化も可能とな
るのである。
Further, according to the present invention, the presence or absence of the expansion / solidification package enclosing the columnar body, the type, the amount of the reactant in the package, and the like are arbitrarily and easily selected and adjusted, so that the periphery of the embedded columnar body is reduced. The presence or absence of a layer of the expanded and solidified reaction agent that is formed and the thickness of the layer can be adjusted as desired, so by uniformly compressing and dehydrating the surrounding ground, the strength of the ground around the buried columnar body is improved. If it is possible to strengthen it homogeneously, it is also possible to strengthen the surrounding ground of any different degree.

また、本発明に係る柱状体埋設工法において、膨張・固
化パッケージにて外包された柱状体が地中に設けられた
柱状体埋設用の穴に挿入される際、該穴の側壁に前記パ
ッケージが直接、接することのないように、筒状硬質部
材を用いる手法を採ることによって、かかる筒状硬質部
材にて、埋設用の穴の側壁を覆い、穴の側壁から突出す
る瓦礫等からパッケージの外皮を保護するようにすれ
ば、瓦礫等にパッケージの外皮を破損せしめられてパッ
ケージ内の反応剤が水分と反応する前に周辺地盤の土砂
等と混じり合うということがなく、純粋な反応剤と水分
との反応によって、硬度の高い反応剤の固化物層の形成
を可能にし、埋設された柱状体の自立、支持を一層強固
に実現せしめるものである。
Further, in the columnar body burying method according to the present invention, when the columnar body packaged by the expansion / solidification package is inserted into the columnar body burying hole provided in the ground, the package is provided on the side wall of the hole. By adopting a method of using a tubular hard member so that it does not come into direct contact, the outer wall of the package is covered from the rubble, etc. that covers the sidewall of the hole for embedding and projects from the sidewall of the hole with the tubular rigid member. If the protective agent is used, the debris, etc. will not damage the outer skin of the package, and the reactive agent in the package will not mix with the earth and sand of the surrounding ground before reacting with the moisture. By reacting with, it is possible to form a solidified material layer of a reactant having a high hardness, and it is possible to more strongly realize the self-support and support of the embedded columnar body.

さらにまた、本発明における膨張・固化パッケージは、
水分と反応して膨張・固化する粉状若しくは粒状の反応
剤を透水性または水溶性の袋状外皮にて被い、その袋状
内に収容したものであるから、取り扱い、運搬、管理等
において極めて便利であると共に、量産可能なものであ
る。
Furthermore, the expansion / solidification package of the present invention is
Because it is a powdery or granular reactive agent that expands and solidifies by reacting with water, is covered with a water-permeable or water-soluble bag-like outer cover, and is contained in the bag-like form, it is suitable for handling, transportation, management, etc. It is extremely convenient and can be mass-produced.

加えて、本発明における膨張・固化パッケージは、土砂
などは透過させないが、透水性または水溶性である外皮
にて反応剤を収容したものであり、土砂等と混合しな
い、純粋な反応剤が水分と反応して膨張・固化するの
で、反応剤の反応後の硬度が高くなるという効果があ
り、また、パッケージ外皮の材質、厚さ等を、用途に応
じて適宜に変更し、それによって、反応剤を例えば地中
に投入した後に反応が始まるまでの時間を調節すること
も可能である。これは、特に、地下水面を境に地盤の水
分含有量が異なる場合等に効果がある。
In addition, the expansion / solidification package in the present invention does not allow the permeation of earth and sand, etc., but contains the reaction agent in the outer skin that is water-permeable or water-soluble, and does not mix with earth and sand, etc. It has the effect of increasing the hardness after the reaction of the reaction agent because it expands and solidifies by reacting with, and the material, thickness, etc. of the package outer shell are appropriately changed according to the application, and the reaction It is also possible to adjust the time until the reaction starts after the agent is put into the ground. This is particularly effective when the water content of the ground is different at the boundary of the water table.

さらに加えて、本発明において、粉状または粒状の反応
剤は袋状外皮内に収納されているために、施工が容易で
あると共に、施工の際に粉塵が立たないという効果もあ
る。
In addition, in the present invention, since the powdery or granular reactant is contained in the bag-shaped outer cover, there is an effect that the construction is easy and no dust is generated during the construction.

【図面の簡単な説明】[Brief description of drawings]

第1図(a)〜(d)は、それぞれ本発明の一実施例に
係る柱状体埋設工法の一工程を示す図である。 第2図(a)〜(c)は、それぞれ第1図の柱状体埋設
工法において膨張・固化パッケージ内の反応の各段階を
示す説明図である。 第3図(a)、(b)は、それぞれ、第1図に示された
膨張・固化パッケージとは異なる形状のものを用いる例
を示す、第1図(a)および(b)に対応する図であ
る。 1:電柱 2、2′:膨張・固化パッケージ 4:柱状体埋設用穴
FIGS. 1 (a) to 1 (d) are views showing one step of a columnar body burying method according to one embodiment of the present invention. FIGS. 2 (a) to 2 (c) are explanatory views showing respective stages of reaction in the expansion / solidification package in the columnar body burying method of FIG. FIGS. 3 (a) and 3 (b) correspond to FIGS. 1 (a) and 1 (b), respectively, showing an example of using a different shape from the expansion / solidification package shown in FIG. It is a figure. 1: Utility pole 2, 2 ': Expansion / solidification package 4: Hole for burying columnar body

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】水分との反応によって、膨張し、固化する
粉状若しくは粒状の反応剤と、該反応剤を収容する、透
水性または水溶性の袋状外皮とを含む膨張・固化パッケ
ージを用い、所定の柱状体の地中埋設部位を該パッケー
ジにて外包した後、該柱状体を埋設し、かかるパッケー
ジ内の反応剤を水分と反応せしめて、該柱状体の周りに
固化物層を形成させることを特徴とする柱状体埋設工
法。
1. A swelling / solidifying package comprising a powdery or granular reaction agent which expands and solidifies by a reaction with water, and a water-permeable or water-soluble bag-like outer shell containing the reaction agent. After encapsulating an underground buried portion of a predetermined columnar body with the package, the columnar body is embedded, and the reactant in the package is reacted with moisture to form a solidified layer around the columnar body. A method of burying a columnar body characterized by:
【請求項2】地中に設けられた柱状体埋設用の穴の側壁
を筒状硬質部材で覆い、次いで該筒状硬質部材の筒内に
前記膨張・固化パッケージにて外包した柱状体を挿入し
た後、前記筒状硬質部材を前記柱状体埋設用の穴から抜
き取ることを特徴とする請求項(1)記載の柱状体埋設
工法。
2. A columnar body, which is provided in the ground, covers the side wall of a hole for burying the columnar body with a cylindrical hard member, and then inserts the columnar body encased by the expansion / solidification package into the cylinder of the cylindrical hard member. After that, the cylindrical hard member is extracted from the hole for burying the columnar body, and the columnar body burying method according to claim (1).
【請求項3】前記膨張・固化パッケージにて外包した柱
状体を、筒状硬質部材の筒内に位置せしめた状態で、地
中に設けられた柱状体埋設用の穴に挿入した後、前記筒
状硬質部材を前記柱状体埋設用の穴から抜き取ることを
特徴とする請求項(1)記載の柱状体埋設工法。
3. A columnar body, which is packaged by the expansion / solidification package, is inserted into a hole for burying the columnar body provided in the ground in a state where the columnar body is positioned inside a cylinder of a cylindrical hard member, The columnar body burying method according to claim 1, wherein the cylindrical hard member is pulled out from the hole for burying the columnar body.
【請求項4】水分との反応によって、膨張し、固化する
粉状若しくは粒状の反応剤と、該反応剤を収容する、透
水性または水溶性の袋状外皮とを含む柱状体埋設用膨張
・固化パッケージ。
4. An expansion / expansion device for embedding a columnar body, comprising a powdery or granular reaction agent which expands and solidifies by a reaction with water, and a water-permeable or water-soluble bag-like outer shell which contains the reaction agent. Solidification package.
JP25091289A 1989-09-27 1989-09-27 Columnar body burying method and expansion / solidification package used for it Expired - Fee Related JPH076301B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25091289A JPH076301B2 (en) 1989-09-27 1989-09-27 Columnar body burying method and expansion / solidification package used for it

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25091289A JPH076301B2 (en) 1989-09-27 1989-09-27 Columnar body burying method and expansion / solidification package used for it

Publications (2)

Publication Number Publication Date
JPH03115669A JPH03115669A (en) 1991-05-16
JPH076301B2 true JPH076301B2 (en) 1995-01-30

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Cited By (2)

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KR101358251B1 (en) * 2012-11-22 2014-02-05 롯데건설 주식회사 Grouting method of vertical type geothermal exchanger using grout tube stick
KR101437922B1 (en) * 2012-11-22 2014-09-11 주식회사 한국대체에너지 Grout tube stick for vertical type geothermal grouting

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JP6006381B1 (en) * 2014-11-11 2016-10-12 隆夫 中野 Ready-made pile embedding method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101358251B1 (en) * 2012-11-22 2014-02-05 롯데건설 주식회사 Grouting method of vertical type geothermal exchanger using grout tube stick
KR101437922B1 (en) * 2012-11-22 2014-09-11 주식회사 한국대체에너지 Grout tube stick for vertical type geothermal grouting

Also Published As

Publication number Publication date
JPH03115669A (en) 1991-05-16

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