JP2933418B2 - How to fill underground cavities - Google Patents
How to fill underground cavitiesInfo
- Publication number
- JP2933418B2 JP2933418B2 JP20165091A JP20165091A JP2933418B2 JP 2933418 B2 JP2933418 B2 JP 2933418B2 JP 20165091 A JP20165091 A JP 20165091A JP 20165091 A JP20165091 A JP 20165091A JP 2933418 B2 JP2933418 B2 JP 2933418B2
- Authority
- JP
- Japan
- Prior art keywords
- sand
- long bag
- earth
- underground
- hollow 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 - Lifetime
Links
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Earth Drilling (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、埋設管の引抜き撤去に
よって土中に形成される空洞穴を埋込み体によって埋込
む地中空洞穴の埋込み方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for embedding an underground cavity, in which a cavity formed in the soil by pulling and removing a buried pipe is buried by an embedding body.
【0002】[0002]
【従来の技術】従来、上記空洞穴の埋込みを行うに当た
り、撤去対象埋設管を引抜き撤去した後に、空洞穴に泥
状土をポンプによって充填したり、空洞穴径にほぼ等し
い径の柱状樹脂塊を順次詰込んでいく方法が採用されて
いた。2. Description of the Related Art Conventionally, in embedding the above-mentioned hollow hole, after removing and removing the buried pipe to be removed, the hollow hole is filled with muddy soil by a pump, or a columnar resin block having a diameter substantially equal to the diameter of the hollow hole. Has been adopted.
【0003】[0003]
【発明が解決しようとする課題】土砂充填による埋込み
方法の場合、空洞穴に挿入したホースを土砂吐出に伴っ
てポンプ吐出量に等しい速度で引抜き移動させることが
困難であることに起因して土砂が空洞穴に均等に詰まら
ず、埋込み精度が悪くなりがちであった。さらには、ポ
ンプ等の設置や洗浄が必要であることから、手間が掛か
ると共に実施コストが高くなっていた。本発明の目的
は、空洞穴の埋込みが容易に精度よく、しかも、低コス
トでできる地中空洞穴の埋め込み方法を提供することに
ある。In the case of the embedding method based on earth and sand filling, it is difficult to pull out and move the hose inserted into the hollow hole at a speed equal to the pump discharge amount with earth and sand discharge. Was not evenly clogged in the hollow hole, and the embedding accuracy tended to be poor. Furthermore, the necessity of installation and cleaning of a pump and the like requires time and effort and increases the implementation cost. SUMMARY OF THE INVENTION An object of the present invention is to provide a method for embedding an underground cavity which can be easily and accurately embedded at a low cost.
【0004】[0004]
【課題を解決するための手段】上記の目的を達成するた
めに本第1発明は、埋設管撤去後の地中空洞穴に対し、
その開口部側に、反転させて巻取り状態にした土砂収納
用長尺袋を保持しておき、前記長尺袋に土砂を充填しな
がら前記長尺袋を繰り出して、前記長尺袋ごと前記土砂
を前記地中空洞穴に押し込んでいくことを特徴とし、本
第2発明は、埋設管撤去後の地中空洞穴に対し、その開
口部側にガイド筒を嵌入しておき、反転させて巻取り状
態にした土砂収納用長尺袋を、前記開口部側に保持する
とともに、前記ガイド筒内で、前記長尺袋に土砂を充填
してつき固めながら前記長尺袋を繰り出して、そのつき
固められた前記土砂を、前記長尺袋ごと前記地中空洞穴
に押し込み、この繰り返しによって前記地中空洞穴を埋
め込むことを特徴とし、その作用効果は、それぞれ次の
通りである。Means for Solving the Problems In order to achieve the above object, the first invention is directed to an underground cavity after removing a buried pipe.
On the side of the opening, a long bag for storing soil and sand that has been inverted and wound up is held, and the long bag is fed out while filling the long bag with earth and sand. The second invention is characterized in that earth and sand are pushed into the underground cavity, and in the underground cavity after removal of the buried pipe, a guide cylinder is inserted into the opening side of the underground cavity, and then inverted and wound up. The long bag for storing earth and sand stored in the state is held at the opening side, and the long bag is fed out while filling and hardening the long bag in the guide cylinder, and the solid bag is solidified. The obtained earth and sand is pushed into the underground cavity together with the long bag, and the underground cavity is buried by this repetition, and the operation and effect are as follows.
【0005】[0005]
【作用】つまり、本第1発明によれば、土砂を長尺袋に
収納した状態で地中形成穴に押し込んでいくから、例え
ば、押し棒を用いて空洞穴に直接土砂を充填する場合に
比べると、空洞穴の内壁面から受ける摩擦抵抗が小さく
なって、土砂を長尺袋ごと空洞穴の奥まで円滑に押し込
むことができる。In other words, according to the first aspect of the present invention, since the earth and sand are pushed into the underground forming hole while being stored in the long bag, for example, when the hollow hole is directly filled with the earth and sand using a push rod, In comparison, the frictional resistance received from the inner wall surface of the hollow hole is reduced, and the soil and sand can be smoothly pushed into the hollow hole together with the long bag.
【0006】そして長尺袋は、反転させて、コンパクト
な巻取り状態にしてあるから、作業穴としてのピットが
狭く、かつ、空洞穴が長い場合であっても容易に対応で
き、しかも、長尺袋の先端部側から順次、空洞穴の形状
に合わせて土砂を充填しながら空洞穴内に押し込んでい
くことで、空洞穴の隅隅まで土砂を均等に行き渡らせる
ことができて、埋め込み精度をよくすることができる。Since the long bag is turned upside down and compactly wound, even if the pit as a working hole is narrow and the hollow hole is long, it can be easily handled. By filling the sand into the cavity while filling the cavity with the soil according to the shape of the cavity sequentially from the tip of the shakubag, the earth and sand can be spread evenly to the corners of the cavity, and the embedding accuracy Can be better.
【0007】また、乾燥した土砂を長尺袋に充填して空
洞穴に押し込んだ場合には、その土砂が空洞穴の周囲の
水分を吸収して膨張し、空洞穴内の空隙をなくすること
ができる。[0007] Further, when a long bag is filled with dried earth and sand and pushed into the cavity, the soil absorbs moisture around the cavity and expands, thereby eliminating the void in the cavity. Can be.
【0008】本第2発明によれば上記作用に加え、土砂
の充填量が多すぎた場合でも、空洞穴の開口部あたりで
は、土砂をガイド筒の中空部と同一の形状に形成するこ
とができるから、空洞穴に土砂を押し込む際に、空洞穴
の内壁面から受ける摩擦抵抗をさらに小さくすることが
でき、そのうえ、ガイド筒が、空洞穴に対する案内にな
って、土砂を空洞穴に非常に円滑に押し込むことができ
る。According to the second aspect of the invention, in addition to the above operation, even when the amount of earth and sand is excessively large, the earth and sand can be formed in the same shape as the hollow portion of the guide cylinder around the opening of the hollow hole. Because it is possible, when pushing the earth and sand into the hollow hole, the frictional resistance received from the inner wall surface of the hollow hole can be further reduced, and further, the guide cylinder guides the hollow hole, and the earth and sand is very much It can be pushed in smoothly.
【0009】[0009]
【発明の効果】従って、本第1発明によれば、ポンプ等
の設置を必要とすることがなく、また、ピットが狭く、
かつ、空洞穴が長くても容易に土砂を押し込むことがで
きるとともに、その土砂の押し込みも容易に行うことが
でき、さらに、その埋め込み精度もよくすることができ
るから、空洞穴の埋め込み作業の作業性及び経済性がよ
くて埋め込み後の地盤崩れが生じにくい地中空洞穴の埋
め込み方法を提供することができた。Therefore, according to the first aspect of the present invention, there is no need to install a pump or the like, the pits are narrow,
In addition, the earth and sand can be easily pushed in even if the cavity is long, and the earth and sand can be easily pushed in, and the embedding accuracy can be improved. A method of embedding an underground cavity hole which is excellent in efficiency and economic efficiency and hardly causes ground collapse after embedding can be provided.
【0010】本第2発明によれば、空洞穴内に土砂を一
層円滑に押し込むことができるから、上記の効果に加
え、作業性が非常によい地中空洞穴の埋め込み方法を提
供することができた。According to the second aspect of the present invention, since the earth and sand can be more smoothly pushed into the cavity, it is possible to provide a method of embedding the underground cavity having very good workability in addition to the above-mentioned effects. Was.
【0011】[0011]
【実施例】次に、本発明の実施例を図面に基づいて説明
する。図1(イ)に示すように、土中の埋設管を撤去し
た後の地中空洞穴Hに対して、作業穴8内で、その開口
部側に、反転させて巻取り状態にした土砂収納用長尺袋
1を保持してある。この長尺袋1は、現場土砂2ととも
に空洞穴Hに埋め込むもので、埋め込み後に腐りやすい
ように木綿や麻あるいは紙で作成してある。Next, an embodiment of the present invention will be described with reference to the drawings. As shown in FIG. 1 (a), with respect to the underground hollow hole H after removing the buried pipe in the soil, the earth and sand storage turned upside down to the opening side in the working hole 8 in the working hole 8. Holding a long bag for use. The long bag 1 is to be embedded in the hollow hole H together with the earth and sand 2 at the site, and is made of cotton, hemp, or paper so as to be easily rotten after being embedded.
【0012】上記の状態にある長尺袋1に、その先端部
側から一定量づつ現場土砂2を充填して、人為的に押し
棒4で土砂2を押し固めていくと、巻取り状態にある長
尺袋1が繰り出されて、土砂充填部分が空洞穴H内に押
し込まれていき、この繰り返しで、図1(ロ)に示すよ
うに、前記先端部が空洞穴Hの奥まで達して、空洞穴H
の全体が土砂2で埋まる。The long bag 1 in the above-mentioned state is filled with earth and sand 2 at a predetermined amount from the tip side thereof, and the earth and sand 2 is artificially pressed with the push rod 4 to be rolled up. A certain long bag 1 is fed out, and the sand-filled portion is pushed into the hollow hole H. By this repetition, the tip portion reaches the inside of the hollow hole H as shown in FIG. , Hollow hole H
Is filled with earth and sand 2.
【0013】なお、穴埋めを十分、かつ、確実な状態に
するために、土砂2には、吸水による体積膨張が可能な
膨張材3、及び、土質安定剤としての石灰等を、所定の
割合で添加する。In order to ensure a sufficient and reliable filling of the hole, the soil 2 is filled with an expanding material 3 capable of expanding in volume by water absorption and lime as a soil stabilizer at a predetermined ratio. Added.
【0014】〔別実施例〕図2に示すように、空洞穴H
に対し、その開口部側に鉄製ガイド筒5を嵌入してお
き、反転させて巻取り状態にした長尺袋1を、前記開口
部側に保持するとともに、ガイド筒5内で、長尺袋1に
土砂2を充填してつき固めながら長尺袋1を繰り出し
て、そのつき固められた土砂2を、長尺袋1ごと地中空
洞穴Hに押し込み、この繰り返しによって地中空洞穴H
を埋め込むようにしてもよい。[Alternative Embodiment] As shown in FIG.
On the other hand, the iron-made guide tube 5 is fitted into the opening side thereof, and the long bag 1 which has been turned upside down and wound is held at the opening side, and the long bag 1 is inserted into the guide tube 5. 1 is filled with earth and sand 2, and the long bag 1 is fed out while being solidified, and the solid earth and sand 2 which has been solidified are pushed into the underground hollow hole H together with the long bag 1, and the underground hollow hole H is thereby repeated.
May be embedded.
【0015】長尺袋1は、薄いゴムで作成してもよい。The long bag 1 may be made of thin rubber.
【0016】現場土2の代わりに乾燥土や細粒土を用い
てもよい。乾燥土を用いた場合、空洞穴Hに押し込み後
に、この乾燥土が周囲の水分をよく吸収して膨張するた
め、空洞穴H内の空隙を効果的になくし、埋め込み精度
をよくすることができる。Dry soil or fine-grained soil may be used instead of the site soil 2. When the dry soil is used, after being pushed into the hollow hole H, the dry soil absorbs the surrounding moisture well and expands, so that the void in the hollow hole H can be effectively eliminated, and the embedding accuracy can be improved. .
【0017】尚、特許請求の範囲の項に図面との対照を
便利にするために符号を記すが、該記入により本発明は
添付図面の構成に限定されるものではない。In the claims, reference numerals are provided for convenience of comparison with the drawings, but the present invention is not limited to the configuration shown in the attached drawings.
【図1】 (イ)埋め込み要領の説明図、(ロ)埋め込
み要領の説明図FIGS. 1A and 1B are explanatory diagrams of an embedding point, and FIGS.
【図2】 別実施例の埋め込み要領の説明図FIG. 2 is an explanatory view of an embedding point of another embodiment.
1 長尺袋 2 土砂 H 地中空洞穴 1 long bag 2 earth and sand H underground cavity
Claims (2)
し、その開口部側に、反転させて巻取り状態にした土砂
収納用長尺袋(1)を保持しておき、前記長尺袋(1)
に土砂(2)を充填しながら前記長尺袋(1)を繰り出
して、前記長尺袋(1)ごと前記土砂(2)を前記地中
空洞穴(H)に押し込んでいく地中空洞穴の埋め込み方
法。1. A long bag (1) for storing soil and sand which has been turned upside down and wound up in the opening side of an underground hollow hole (H) after removal of a buried pipe. Shakubukuro (1)
The long bag (1) is paid out while filling the soil and the sand (2) into the underground cavity, and the earth and sand (2) is pushed into the underground cavity (H) together with the long bag (1). Method.
し、その開口部側にガイド筒(5)を嵌入しておき、反
転させて巻取り状態にした土砂収納用長尺袋(1)を、
前記開口部側に保持するとともに、前記ガイド筒(5)
内で、前記長尺袋(1)に土砂(2)を充填してつき固
めながら前記長尺袋(1)を繰り出して、そのつき固め
られた前記土砂(2)を、前記長尺袋(1)ごと前記地
中空洞穴(H)に押し込み、この繰り返しによって前記
地中空洞穴(H)を埋め込む地中空洞穴の埋め込み方
法。2. An underground hollow hole (H) from which a buried pipe has been removed, a guide cylinder (5) is fitted into the opening side thereof, and the bag is turned upside down and wound into a long bag for storing soil and sand (H). 1)
The guide tube (5) is held at the opening side and the guide tube (5).
Inside, the long bag (1) is filled with earth and sand (2) and solidified, the long bag (1) is fed out, and the solid earth and sand (2) is solidified into the long bag (1). 1) A method of embedding an underground cavity hole in which the entire underground cavity hole (H) is pushed into the underground cavity hole (H) and the above operation is repeated to embed the underground cavity hole (H).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20165091A JP2933418B2 (en) | 1991-08-12 | 1991-08-12 | How to fill underground cavities |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20165091A JP2933418B2 (en) | 1991-08-12 | 1991-08-12 | How to fill underground cavities |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0544400A JPH0544400A (en) | 1993-02-23 |
| JP2933418B2 true JP2933418B2 (en) | 1999-08-16 |
Family
ID=16444608
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20165091A Expired - Lifetime JP2933418B2 (en) | 1991-08-12 | 1991-08-12 | How to fill underground cavities |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2933418B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117967388B (en) * | 2024-04-01 | 2024-06-14 | 庆阳新庄煤业有限公司新庄煤矿 | Mobile roadway gangue throwing backfill device |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58185703A (en) * | 1982-04-21 | 1983-10-29 | Nippon Steel Corp | Iron making method by electric furnace |
| JP2005166430A (en) * | 2003-12-02 | 2005-06-23 | Tokyo Gas Co Ltd | Smelting reduction power generation system and operation method thereof |
-
1991
- 1991-08-12 JP JP20165091A patent/JP2933418B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0544400A (en) | 1993-02-23 |
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