JPS58191810A - Improvement work of soil quality - Google Patents
Improvement work of soil qualityInfo
- Publication number
- JPS58191810A JPS58191810A JP7263182A JP7263182A JPS58191810A JP S58191810 A JPS58191810 A JP S58191810A JP 7263182 A JP7263182 A JP 7263182A JP 7263182 A JP7263182 A JP 7263182A JP S58191810 A JPS58191810 A JP S58191810A
- Authority
- JP
- Japan
- Prior art keywords
- pipes
- pipe
- chips
- water
- trench
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
Description
【発明の詳細な説明】 この発明は土質の改良工法に関するものである。[Detailed description of the invention] This invention relates to a soil improvement method.
湿地その他の土質の悪い改良対象地を耕地化、牧草地化
するには「心土修正」と称する土の移し変えや適宜のパ
イプを埋設して暗渠排水パイプとし水抜きをして土質を
改良する工法岬が従来より採用されて来たが、前者にあ
っては広い面積の土を入れ換えするのに多くの時間、手
間そして費用が掛かり、又後者にあっては前者の不具合
を解決できるもののパイプ上面側に砂利を入れ更にその
上面を表土で覆ってしまうためこのパイプに設ゆた導水
孔が目詰9し長期間のうちには導水がうまく行かぬよう
になること、農耕地化する場合農耕機械器具の刃物が砂
利に当って損傷する可能性があること、更に土質改良後
のパイプの回収が大変であること等の不具合があった。In order to convert wetlands and other areas with poor soil quality into cultivated land or pastureland, the soil quality is improved by moving the soil, which is called "subsoil modification," or by burying the appropriate pipes and using them as culvert drainage pipes to drain water. However, the former method takes a lot of time, effort, and money to replace a large area of soil, and the latter method, although it solves the problems of the former, has been adopted for some time. Because gravel is placed on the top side of the pipe and the top surface is covered with topsoil, the water guide hole installed in this pipe becomes clogged9, and over a long period of time, water does not flow properly, and the area is turned into agricultural land. In this case, there were problems such as the possibility that the blades of agricultural machinery and equipment could hit the gravel and cause damage, and that it was difficult to recover the pipes after soil improvement.
この発明はこの様な従来の不具合特に上記の「後者」の
不具合に着目して為されたもので、長期間パイプを埋設
しても導水・排水効率が良好で、必要とする時には容易
にそのパイプを回収できるようにした土質の改良工法を
提供せんとするものである。This invention was made by focusing on such conventional problems, especially the latter problem mentioned above.Even if the pipe is buried for a long period of time, the water conduction and drainage efficiency is good, and it can be easily removed when needed. The aim is to provide a soil improvement method that allows pipes to be recovered.
以下、この発明の詳細を、図面を参照して説明する。先
ず、改良対象地1に溝2を掘削する。このIF5はパイ
プ3を埋設するのに十分な断面サイズを要しパイプ3を
介して水を排出し易いように溝底4に適宜傾斜を持たせ
るのが好ましい。そして、予め導水孔5を複数穿孔した
複数体のパイプ3倉溝2内へ配置し7ては連接する。パ
イプ3としてはヒーーム管6の如きもの、ゴムタイヤ7
を接続したもの、度はリング状物8を接続したもの等適
宜のパイプ3を扛用でき、その壁面の十〜(程度の円弧
範囲内に複数の導水孔5を形成するものである。パイプ
3同すの接続には既知の接着剤、シール剤、コーキング
剤等が利用される。The details of this invention will be explained below with reference to the drawings. First, a trench 2 is excavated in a land 1 to be improved. This IF 5 requires a cross-sectional size sufficient to bury the pipe 3, and it is preferable that the groove bottom 4 has an appropriate slope so that water can be easily drained through the pipe 3. Then, a plurality of pipes 3 having a plurality of water introduction holes 5 drilled in advance are arranged in the trough 2 and connected. The pipe 3 may be a heel pipe 6 or a rubber tire 7.
An appropriate pipe 3 can be used, such as one connected to a ring-shaped object 8, or a pipe 3 connected to a ring-shaped object 8, and a plurality of water guide holes 5 are formed within an arcuate range of about 10 to 300 degrees on the wall surface. Known adhesives, sealants, caulking agents, etc. are used to connect the three parts.
次いで、パイプ3の上面3a側に従来の砂利に代わるゴ
ム製乃至はプラスチック族のチップ9を多数敷設する。Next, a large number of rubber or plastic chips 9 are laid on the upper surface 3a of the pipe 3 in place of conventional gravel.
チップ9のサイズ社少くとも導水孔5の孔径より大きな
ものと;7、パイプ3の上面3a側を覆うようにして敷
設するものである。そして更にこれらチップ9の上面を
表土10で覆いパイプ3を埋設する。The size of the chip 9 is at least larger than the hole diameter of the water introduction hole 5; 7. The chip 9 is laid so as to cover the upper surface 3a side of the pipe 3. Further, the upper surfaces of these chips 9 are covered with topsoil 10 and the pipes 3 are buried.
地中に埋設された状態に於いて、改良対象地1例えば湿
地の湿分、水分Aは地中11よυチップ9間の間隙を通
って導水孔5に入)パイプ3の底面3b上を所定方向へ
流出してゆくこととなる。チップ9はパイプ3の導水孔
5の目詰シを防止し、チップ9同士その間に間隙を必ず
形成するので長期に亘って地中11より導水孔5への水
の導きが確実に行なわれる。そしてチップ9にはゴム製
又はプラスチック族の物が使われこれらは軽いのでノく
イブ3にそれ程の荷重を掛けずに済み地中11に於ける
パイプ3の耐久性もその分向上する。このように軽量の
チップ9でパイプ3の周囲特に上聞側を覆い、土として
は表土10を多少かけるだけなので、。In the condition that it is buried underground, the moisture in the improvement target area 1, for example, a wetland, moisture A enters the water introduction hole 5 through the gap between the underground 11 and the tip 9). It will flow out in a predetermined direction. The chips 9 prevent the water guide hole 5 of the pipe 3 from clogging, and since a gap is always formed between the chips 9, water can be reliably guided from the underground 11 to the water guide hole 5 over a long period of time. The tip 9 is made of rubber or plastic material, which is light and does not require much load on the pipe 3, and the durability of the pipe 3 in the underground 11 is improved accordingly. In this way, the area around the pipe 3, especially the upper side, is covered with the lightweight chips 9, and only a small amount of topsoil 10 is applied as soil.
パイプ3としてと−−ム管6のみならず他の材質のパイ
プ例えば第3図C口)、 rノー)の如きものを採用す
ることが出来る。更には廃棄物としてのタイヤを活用す
ることにし、そのビード部を全体積形状のまま切除して
皐り出し、ビード部を一つの単体として接着剤で接続し
て所望長さのパイプ3を形成するようにしても良い。こ
の様にすれはビルド部内に入っている鋼線が必要にして
十分なる強度を発揮するので非常に好ましいパイプ3と
して使用できる。As the pipe 3, it is possible to use not only the atom pipe 6 but also pipes made of other materials, such as pipes made of other materials, such as the pipes shown in FIG. Furthermore, we decided to make use of tires as waste, cut out the bead part of the tire in its entire volume shape, sifted it out, connected the bead part as a single unit with adhesive, and formed a pipe 3 of the desired length. You may also do so. In this way, the pipe 3 can be used as a very preferable pipe 3 because the steel wire contained in the build part exhibits sufficient strength.
パイプ3を介して地中11の水は適宜流出、排出せしめ
られ湿地を転地化できることとなる。そして、湿地を例
えば耕地化せしめた場合、その土地に農耕機械器を使用
しても表土10の下側は砂利ではなくゴム製又はプラス
チック族のチップ9が敷設されているだけなので、同1
e棹器具の刃物が損傷を受けることはない。The water in the ground 11 is appropriately drained and drained through the pipe 3, and the wetland can be converted into a new land. For example, when a wetland is turned into cultivated land, even if agricultural machinery is used on the land, the bottom of the topsoil 10 is only covered with rubber or plastic chips 9 instead of gravel.
The blade of the e-sword tool will not be damaged.
そして、十分に地中11の湿分、水分Aを抜き転地化1
.て土質を改良した後にはチップ9を掻き出しパイプ3
を回収し溝2を埋め戻せば良いこととなる。Then, thoroughly remove the moisture in the ground 11 and moisture A, and transform it into 1
.. After improving the soil quality, scrape out the chips 9 and remove the pipe 3.
All you have to do is collect it and backfill trench 2.
以上説明してきたように、仁の発明に係る土質の改良工
法によれ杜、予め導水孔を複数形成したパイプを、改良
対象地に掘削し丸溝内へ配置しては連接し、パイプの全
体、特にパイプの上面側をゴム製又はプラスチック族の
チップで覆い更にその上面を表土で覆って地中にパイプ
を埋設するので、パイプの導水孔の目詰シがなく長期間
パイプを地中に埋設していても安定嗜確実々湿分、水分
の導・排水が期待でき効率のよい土質改良を行えるとい
う効果がある。更に、チップは軽量で砂利のようにパイ
プに荷重を掛けることも無いからパイプの材質をコンク
リート製のヒエーム管に限らず他の材質例えばゴムタイ
ヤ、廃棄物としてのタイヤのビード部等に求めることも
でき、チップをゴム製又はプラスチック族とするので農
耕機械器具の刃物が仮令チップに当っても刃物に損傷を
与えることもなく、且つ長期間地中にあっても容易に取
り出すことが出来、土質改良後のパイプの回収作業をそ
の分非常に容易にで惠るという効果がある。As explained above, according to the soil improvement method of Jin's invention, pipes with a plurality of water guide holes formed in advance are excavated in the area to be improved, placed in a round groove and connected, and the whole pipe is In particular, since the upper surface of the pipe is covered with rubber or plastic chips and the upper surface is covered with topsoil and then buried underground, the pipe can be buried underground for a long period of time without clogging of the pipe's water inlet hole. Even if it is buried, it can be expected to have a stable flow rate and ensure moisture conduction and drainage, making it possible to improve soil quality efficiently. Furthermore, since chips are lightweight and do not put a load on the pipe like gravel, the material of the pipe is not limited to concrete Hiem pipes, but can also be made of other materials such as rubber tires, bead parts of tires as waste, etc. Since the chips are made of rubber or plastic, even if the blades of agricultural machinery and equipment hit the chips, they will not be damaged, and even if they remain in the ground for a long time, they can be easily taken out, and the soil quality This has the effect of making the work of recovering the improved pipe much easier.
第1図はこの発明に係る土質の改良工法の状態を説明す
る斜視説明図、
第2図は第1図中の矢示■−■線に沿う断面図、そして
第3図(イ2.(ロ)、()−社各種ノくイブの接続状
態を各々示す側面図であるっ
2・−・・・・・・・・・・・・・・・・・・・・・・
・・・溝3・・−・・・・・・・・・・・・・・・−・
・・−・−・パイプ5・−・・・・・・・−・・・・・
・・・・・・−・・・・・導水孔9・・・・−・・・・
−・・・・−・・・・・・・・・−チノブ第2図
第3図Fig. 1 is a perspective explanatory view explaining the state of the soil improvement method according to the present invention, Fig. 2 is a sectional view taken along the arrow ■-■ line in Fig. 1, and Fig. 3 (A2. B), ()-It is a side view showing the connection state of various nodes.
・・・Groove 3・−・・・・・・・・・・・・・・・・−・
・・−・−・Pipe 5・−・・・・・・・・・・・・・・・・
・・・・・・-・・・・・・Water guide hole 9・・・・・・・・・・・・
−・・−・・・・・・・・・・Chinobu Figure 2 Figure 3
Claims (1)
体のパイプを溝内に配置しては連接し、溝内のパイプ上
面側へゴム製又はプラスチック製のチップを敷設し且つ
これらチップの上面を表土で覆い上記パイプを回収可能
にして埋設するようにしたことを特徴とする土質の改良
工法。A trench is excavated in the area to be improved, multiple pipes with multiple water guide holes are placed in the trench and connected, and rubber or plastic chips are laid on the top side of the pipe in the trench. A soil improvement method characterized in that the top surface of the chip is covered with topsoil so that the pipe can be recovered and buried.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7263182A JPS58191810A (en) | 1982-04-30 | 1982-04-30 | Improvement work of soil quality |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7263182A JPS58191810A (en) | 1982-04-30 | 1982-04-30 | Improvement work of soil quality |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS58191810A true JPS58191810A (en) | 1983-11-09 |
Family
ID=13494924
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7263182A Pending JPS58191810A (en) | 1982-04-30 | 1982-04-30 | Improvement work of soil quality |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58191810A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100456610B1 (en) * | 2000-11-04 | 2004-11-09 | 주식회사 경기기술단 | Structure method for drainageway of weak stratum and the conduct pipe thereof |
KR100784174B1 (en) | 2006-11-27 | 2007-12-10 | 김동항 | Open channel and sump of drainage system for soil improvement of soft ground and soil improvement method for soft ground using the same |
-
1982
- 1982-04-30 JP JP7263182A patent/JPS58191810A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100456610B1 (en) * | 2000-11-04 | 2004-11-09 | 주식회사 경기기술단 | Structure method for drainageway of weak stratum and the conduct pipe thereof |
KR100784174B1 (en) | 2006-11-27 | 2007-12-10 | 김동항 | Open channel and sump of drainage system for soil improvement of soft ground and soil improvement method for soft ground using the same |
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