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JP2797143B2 - Side hole embedding method - Google Patents
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JP2797143B2 - Side hole embedding method - Google Patents

Side hole embedding method

Info

Publication number
JP2797143B2
JP2797143B2 JP18940190A JP18940190A JP2797143B2 JP 2797143 B2 JP2797143 B2 JP 2797143B2 JP 18940190 A JP18940190 A JP 18940190A JP 18940190 A JP18940190 A JP 18940190A JP 2797143 B2 JP2797143 B2 JP 2797143B2
Authority
JP
Japan
Prior art keywords
thermoplastic resin
resin particles
hole
space
expanded thermoplastic
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
JP18940190A
Other languages
Japanese (ja)
Other versions
JPH0476107A (en
Inventor
紘 遠藤
勲 奥田
Original Assignee
三菱化学ビーエーエスエフ株式会社
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 三菱化学ビーエーエスエフ株式会社 filed Critical 三菱化学ビーエーエスエフ株式会社
Priority to JP18940190A priority Critical patent/JP2797143B2/en
Publication of JPH0476107A publication Critical patent/JPH0476107A/en
Application granted granted Critical
Publication of JP2797143B2 publication Critical patent/JP2797143B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION 【産業上の利用分野】[Industrial applications]

本発明は、採石跡や防空壕跡による地層の横穴を埋
め、地盤を補強するための横穴の埋込方法に関するもの
である。
TECHNICAL FIELD The present invention relates to a method for embedding a horizontal hole in a stratum formed by a quarry trace or an air raft shelter to reinforce the ground.

【従来の技術】[Prior art]

大谷石等の採石跡や防空壕跡等による横穴が存在して
いると、地盤は崩壊の危険があってその安全対策を施す
必要がある。この横穴を埋めるには、作業員が現場の中
に入って、客土による埋め込み作業を長時間を費やして
行っているのが現状である。
If there is a horizontal hole due to quarry traces such as Otani stone or air raft shelter, the ground is at risk of collapse and it is necessary to take safety measures. In order to fill this side hole, it is the present situation that a worker enters the site and performs a long time of embedding work using the soil.

【発明が解決しようとする課題】[Problems to be solved by the invention]

客土による埋め込み方法においては、客土層が自然圧
密して土壌が安定するまでに3〜5年必要であって、そ
の期間内は現場を立入り禁止にする必要があり、早期に
立入りできる施工法の出現が臨まれている。また、発泡
体ブロック(縦が900mm、横が1800mm、高さが450mm)を
横穴に搬入し、横穴と発泡体ブロックの隙間をウレタン
グラフト材で充填する方法が横穴の埋込技術として考え
られる。しかし、埋め込み現場の中で作業することは常
に危険が伴うので、作業員にとっては埋め込み現場の横
穴内での作業時間をできるだけ短くしたいのが実情であ
る。 本発明は上記の問題を解決するためになされたもの
で、その目的は客土による埋め込み作業の代わりに、横
穴に空気圧送手段を用いて予備発泡熱可塑性樹脂粒子を
充填し、この充填された予備発泡熱可塑性樹脂粒子をス
チームにより加熱して発泡させると同時に該粒子同士を
互いに融着させて横穴を埋め、発泡体層によって地盤の
接着させて横穴を埋め、横穴内に形成した発泡成形体層
によって地盤の補強ができる埋込方法を提供することに
ある。そして、本発明方法によれば、省力化を達成でき
て作業を安全に行い得ることは勿論のこと、埋め込み層
の圧密化の期間が必要でなくなるといった利点がある。
In the method of embedding with soil, it takes 3 to 5 years for the soil layer to be naturally consolidated and the soil to be stabilized, and during that period it is necessary to prohibit entry to the site, and construction that allows early access The emergence of the law is under way. Also, a method of loading a foam block (900 mm in length, 1800 mm in width, and 450 mm in height) into a side hole and filling a gap between the side hole and the foam block with a urethane graft material is considered as a technique for embedding the side hole. However, it is always dangerous to work in the implantation site, and it is a fact that the operator wants to minimize the working time in the side hole of the implantation site. The present invention has been made in order to solve the above-mentioned problem, and the purpose is to fill the pre-expanded thermoplastic resin particles in the lateral hole by using an air-pumping means instead of embedding work with the soil, and fill the filled hole. A foam molded article formed by heating the pre-expanded thermoplastic resin particles by steam and foaming the particles while simultaneously fusing the particles to each other to fill the side holes, bonding the ground with a foam layer to fill the side holes, and forming the inside of the side holes. It is an object of the present invention to provide an embedding method in which the ground can be reinforced by a layer. According to the method of the present invention, not only the labor saving can be achieved and the operation can be performed safely, but also there is an advantage that the period for compacting the buried layer is not required.

【課題を解決するための手段】[Means for Solving the Problems]

上記目的を達成するために、本発明の特徴とする横穴
の埋没方法は大谷石採石跡等の横穴の奥部側の空間を充
填口を有する仕切板で仕切り、次いで、その充填口より
発泡倍率が10〜100倍の予備発泡熱可塑性樹脂粒子を圧
搾空気で上記空間内に充填したした後、上記予備発泡熱
可塑性樹脂粒子をスチームで加熱することにより発泡さ
せると同時に該粒子同士を融着させて発泡成形体を形成
し、次いで、上記発泡成形体が形成された後の横穴の入
口側の空間を充填口を有する仕切板で仕切り、以下、予
備発泡熱可塑性樹脂粒子の充填、スチーム加熱による発
泡成形体の成形の工程を繰り返し、横穴を発泡成形体で
埋め込むものである。
In order to achieve the above object, a method of burying a lateral hole characterized by the present invention is to partition the space on the back side of the lateral hole such as the quarry mark of Oya stone by a partition plate having a filling port, and then to expand the foaming ratio from the filling port. After 10 to 100 times the pre-expanded thermoplastic resin particles are filled into the space with compressed air, the pre-expanded thermoplastic resin particles are foamed by heating with steam, and the particles are simultaneously fused together. To form a foamed molded article, and then partition the space on the entrance side of the side hole after the foamed molded article is formed with a partition plate having a filling port, and thereafter, filling with pre-expanded thermoplastic resin particles, by steam heating The process of molding the foamed article is repeated, and the lateral hole is filled with the foamed article.

【実施例】【Example】

以下に、本発明の実施例を添付図面を参照しながら説
明する。 小型のボイラーと、直径が0.5m、高さが1.5mの連続予
備発泡機及びスチーム供給パイプを用い、先ず、発泡性
熱可塑性樹脂粒子を現場で所望の倍率(10〜100倍)に
予備発泡して予備発泡熱可塑性樹脂粒子とする。この場
合、発泡性熱可塑性樹脂粒子としては、ブタン、ヘブタ
ン、ペンタン等の揮発性発泡剤を3〜20重量%含有する
ポリスチレン、ポリエチレン、ポリプロピレン等の粒径
が0.5〜5mmのものが使用される。 第1図及び第2図に示すように、横穴1の奥部先端1a
より該横穴1の入口2側に向かって5〜6m手前の部分に
充填口4及びスチーム供給管10の挿入用孔5を設けてあ
るベニア板や金属板等の仕切板6を起立させて装着し、
入口2側とは仕切られた空間3を形成する。そして、第
5図及び第6図に示すように各々の枝管11(図示の場合
は6本)の先端を盲12とし、枝管11の周壁に直径が0.8
〜2mmの孔13を千鳥状に10mmピッチで設けたスチーム供
給管10の枝管11を空間3内に仕切板6の挿入用孔5より
差し込む。一方、仕切板6の充填口4より空間3内にホ
ース(図示省略)の先端部を挿入し、このホースの基端
部を圧搾空気による予備発泡熱可塑性樹脂粒子の圧送装
置(図示省略)に連結して、空間3内に予備発泡熱可塑
性樹脂粒子bを供給し、該樹脂粒子bの充填後、ホース
を仕切板6より引き抜き、充填口4を土、板、ブラスチ
ック等で塞ぐ。次いで、スチーム供給管10に0.1〜4kg/c
m2のスチームを供給し、空間3内の予備発泡熱可塑性樹
脂粒子群をスチームにより加熱して発泡(膨張)融着さ
せて空間3を充塞した発泡成形体(第3図にf1で示す)
を成形する。この場合、供給されたスチームは、地盤の
土壌が通気性であり、該地盤より逃散するので、施工現
場が爆発等の事故を起こす心配は全くないし、また、発
泡圧で仕切板6の移動する心配があれば、該仕切板6の
外側を補強柱や桁で補強するのが望ましい。次に、第3
図に示すように、発泡成形体f1の成形後、再び横穴1の
入口2側に向かって上記発泡成形体f1の手前5〜6mの部
分に仕切板10を装着して、区画された次の空間3′を形
成し、以下、この空間3′への予備発泡熱可塑性樹脂粒
子bの充填、スチーム可熱による発泡成形体(第4図に
f2で示す)の成形を所要回数繰り返し、第4図に示すよ
うに横穴1内を発泡成形体f1、f2、f3……で埋め込むよ
うにして本発明を実施する。 なお、仕切板6とスチーム供給管10は発泡成形体f1
f2、f3……と共に横穴1内に埋設されるのが作業上有利
であり、また、埋め込み作業完了後、横穴1の入口2側
の外観を良くしたいときは、第4図に示すように入口2
を擁壁7で塞ぎ、擁壁7内側の隙間を土砂や採石8で埋
める。
Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings. Using a small boiler, a continuous prefoaming machine with a diameter of 0.5m and a height of 1.5m and a steam supply pipe, first prefoam the foamable thermoplastic resin particles to the desired magnification (10 to 100 times) on site. To obtain pre-expanded thermoplastic resin particles. In this case, as the expandable thermoplastic resin particles, those having a particle size of 0.5 to 5 mm, such as polystyrene, polyethylene, and polypropylene, containing 3 to 20% by weight of a volatile blowing agent such as butane, heptane, and pentane are used. . As shown in FIG. 1 and FIG.
A partition plate 6 such as a veneer plate or a metal plate provided with a filling port 4 and a hole 5 for inserting a steam supply pipe 10 at a position 5 to 6 m closer to the inlet 2 side of the lateral hole 1 is mounted upright. And
A space 3 partitioned from the entrance 2 is formed. As shown in FIGS. 5 and 6, the tip of each of the branch pipes 11 (six in the drawing) is made blind, and the peripheral wall of the branch pipe 11 has a diameter of 0.8.
The branch pipe 11 of the steam supply pipe 10 in which holes 13 of about 2 mm are provided in a staggered manner at a pitch of 10 mm is inserted into the space 3 from the insertion hole 5 of the partition plate 6. On the other hand, the distal end of a hose (not shown) is inserted into the space 3 from the filling port 4 of the partition plate 6, and the base end of the hose is sent to a pressurizing apparatus (not shown) for pre-expanded thermoplastic resin particles by compressed air. After the connection, the pre-expanded thermoplastic resin particles b are supplied into the space 3, and after filling the resin particles b, the hose is pulled out from the partition plate 6, and the filling port 4 is closed with soil, plate, plastic or the like. Next, 0.1 to 4 kg / c is added to the steam supply pipe 10.
m 2 steam is supplied, and the pre-expanded thermoplastic resin particles in the space 3 are heated by steam to foam (expand) and fuse to form a foam molded article that fills the space 3 (indicated by f 1 in FIG. 3). )
Is molded. In this case, the supplied steam has no risk of causing an accident such as an explosion at the construction site since the soil of the ground is permeable and escapes from the ground, and the partition plate 6 is moved by the foaming pressure. If there is a concern, it is desirable to reinforce the outside of the partition plate 6 with reinforcing columns or girders. Next, the third
As shown, after the molding of the foamed molded product f 1, by mounting the partition plate 10 in a portion of the front 5~6m of the foamed molded f 1 towards the re inlet 2 side of the lateral hole 1, sectioned Next, a space 3 'is formed, and the space 3' is filled with the pre-expanded thermoplastic resin particles b, and a foamed molded article by steam heat (see FIG. 4).
The molding shown in f 2) repeating a required number of times, the inside lateral hole 1 as shown in FIG. 4 so as to be embedded in the foamed molded f 1, f 2, f 3 ...... practicing the present invention. In addition, the partition plate 6 and the steam supply pipe 10 are made of a foam molded body f 1 ,
It is advantageous from the viewpoint of work to be buried in the horizontal hole 1 together with f 2 , f 3 ... When it is desired to improve the appearance of the entrance 2 side of the horizontal hole 1 after completion of the embedding work, as shown in FIG. Entrance 2
With the retaining wall 7 and fill the gap inside the retaining wall 7 with earth and sand or quarry 8.

【発明の効果】【The invention's effect】

本発明は上記の如くであって、容易に施工現場(横穴
内)で予備発泡熱可塑性樹脂粒子から発泡成形体を得る
ことができる。そして、得られた発泡成形体は埋め立て
用発泡成形体としての通常の要求性能(圧縮強度1.0kg/
cm2以上)を満足でき、横穴の土層の上を車が往来して
も、横穴は崩壊する心配がない。また、予備発泡熱可塑
性樹脂粒子の充填は圧搾空気によって圧送できるので、
横穴内への該樹脂粒子の充填のために作業員が横穴に入
る時間は短くて済み、作業の安全性を図る上に有効でで
ある。
The present invention is as described above, and a foam molded article can be easily obtained from pre-expanded thermoplastic resin particles at a construction site (in a horizontal hole). Then, the obtained foamed molded product has the usual required performance (compression strength of 1.0 kg /
cm 2 or more), and there is no fear that the side hole will collapse even if a car moves on the soil layer of the side hole. Also, the filling of the pre-expanded thermoplastic resin particles can be pumped by compressed air,
The time required for an operator to enter the lateral hole for filling the resin particles into the lateral hole is short, which is effective in ensuring work safety.

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

図面は本発明の実施例を示すもので、第1図は横穴内で
の最初の充填成形作業状態を示す側断面図、第2図は仕
切板の正面図、第3図は2回目の充填成形作業状態を示
す側断面図、第4図は埋め込みが完了した状態の側断面
図、第5図はスチーム供給管の斜視図、第6図は第5図
A部分の拡大断面図である。 図中、1は横穴、2は入口、3,3′は空間、6は仕切
板、10はスチーム供給管、bは予備発泡熱可塑性樹脂粒
子、f1,f2……は発泡成形体である。
The drawings show an embodiment of the present invention. FIG. 1 is a side sectional view showing an initial filling molding operation state in a lateral hole, FIG. 2 is a front view of a partition plate, and FIG. FIG. 4 is a side cross-sectional view showing a molding operation state, FIG. 4 is a side cross-sectional view in a state where embedding is completed, FIG. 5 is a perspective view of a steam supply pipe, and FIG. 6 is an enlarged cross-sectional view of a portion A in FIG. In the figure, 1 is a lateral hole, 2 is an inlet, 3 and 3 'are spaces, 6 is a partition plate, 10 is a steam supply pipe, b is a pre-expanded thermoplastic resin particle, f 1 , f 2, ... is there.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】大谷石採石跡等の横穴の奥部側の空間を充
填口を有する仕切板で仕切り、次いで、その充填口より
発泡倍率が10〜100倍の予備発泡熱可塑性樹脂粒子を圧
搾空気で上記空間内に充填したした後、上記予備発泡熱
可塑性樹脂粒子をスチームで加熱することにより発泡さ
せると同時に該粒子同士を融着させて発泡成形体を形成
し、次いで、上記発泡成形体が形成された後の横穴の入
口側の空間を充填口を有する仕切板で仕切り、以下、予
備発泡熱可塑性樹脂粒子の充填、スチーム加熱による発
泡成形体の成形の工程を繰り返し、横穴を発泡成形体で
埋め込むことを特徴とする横穴の埋込方法。
1. A space on the inner side of a side hole such as a quarry trace of Otani stone is partitioned by a partition plate having a filling port, and then the pre-expanded thermoplastic resin particles having an expansion ratio of 10 to 100 are squeezed from the filling port. After filling the space with air, the pre-expanded thermoplastic resin particles are foamed by heating with steam, and at the same time, the particles are fused together to form a foamed molded article. The space on the entrance side of the horizontal hole after the formation of the horizontal hole is partitioned by a partition plate having a filling port, and thereafter, the steps of filling the pre-expanded thermoplastic resin particles and forming the foam molded article by steam heating are repeated, and the horizontal hole is foam-formed. A method for embedding a side hole, characterized by embedding in the body.
JP18940190A 1990-07-19 1990-07-19 Side hole embedding method Expired - Fee Related JP2797143B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18940190A JP2797143B2 (en) 1990-07-19 1990-07-19 Side hole embedding method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18940190A JP2797143B2 (en) 1990-07-19 1990-07-19 Side hole embedding method

Publications (2)

Publication Number Publication Date
JPH0476107A JPH0476107A (en) 1992-03-10
JP2797143B2 true JP2797143B2 (en) 1998-09-17

Family

ID=16240673

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18940190A Expired - Fee Related JP2797143B2 (en) 1990-07-19 1990-07-19 Side hole embedding method

Country Status (1)

Country Link
JP (1) JP2797143B2 (en)

Also Published As

Publication number Publication date
JPH0476107A (en) 1992-03-10

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