JPH07268863A - Underground wall and method for building the same - Google Patents
Underground wall and method for building the sameInfo
- Publication number
- JPH07268863A JPH07268863A JP31116294A JP31116294A JPH07268863A JP H07268863 A JPH07268863 A JP H07268863A JP 31116294 A JP31116294 A JP 31116294A JP 31116294 A JP31116294 A JP 31116294A JP H07268863 A JPH07268863 A JP H07268863A
- Authority
- JP
- Japan
- Prior art keywords
- water
- permeable
- underground wall
- biodegradable material
- permeable 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.)
- Granted
Links
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、地中壁、特に連続地中
壁に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an underground wall, particularly a continuous underground wall.
【0002】[0002]
【従来の技術】従来、連続地中壁などの地中壁を仮設と
して構築した場合、工事完了後、撤去は行わず、そのま
まの状態で放置されていた。2. Description of the Related Art Conventionally, when an underground wall such as a continuous underground wall is constructed as a temporary structure, it is left as it is without being removed after the completion of construction.
【0003】[0003]
【発明が解決しようとする問題点】しかし、従来の方法
では、次のような問題点がある。<イ>地中壁は、地下
水を遮断し、工事完了後も撤去されることがないので、
地下水は工事中の状態が持続される。そのため、周辺環
境は、工事前の状態に戻ることがなく、例えば、地下水
の水位に変動が生じ、上流側で水位上昇による湧き水、
下流側で地盤の沈下などの異常が発生する恐れがある。However, the conventional method has the following problems. <B> The underground wall blocks groundwater and is not removed even after the construction is completed.
Groundwater will be maintained under construction. Therefore, the surrounding environment does not return to the state before the construction, for example, the groundwater level fluctuates, and the spring water due to the water level rise on the upstream side,
Anomalies such as ground subsidence may occur on the downstream side.
【0004】[0004]
<イ>本発明は、地下水の流れを回復できる地中壁、又
は、その構築方法を提供することにある。 <ロ>本発明は、遮水性を有し、必要時に透水性に変え
られる地中壁、又は、その構築方法を提供することにあ
る。<A> The present invention is to provide an underground wall capable of recovering the flow of groundwater, or a construction method thereof. <B> The present invention is to provide an underground wall which has water-blocking property and can be changed to water-permeable when necessary, or a construction method thereof.
【0005】[0005]
【問題点を解決するための手段】本発明は、地中壁を貫
通する透水孔を設け、該透水孔内に生分解性材料を配置
して該透水孔を遮断する、地中壁、または、地中壁を貫
通する透水孔を設け、該透水孔内に生分解性材料を配置
し、該生分解性材料が分解して、該透水孔を遮断状態か
ら透水状態にする、地中壁の構築方法にある。DISCLOSURE OF THE INVENTION The present invention provides a water permeable hole that penetrates an underground wall, and disposes a biodegradable material in the water permeable hole to block the water permeable hole, or , A water permeable hole penetrating the underground wall, a biodegradable material is arranged in the water permeable hole, and the biodegradable material is decomposed to change the water permeable hole from a blocking state to a water permeable state. Is in the building method.
【0006】[0006]
【実施例】以下、図面を用いて本発明の実施例を説明す
る。 <イ>地中壁 連続地中壁などの地中壁1を構築する際、例えば、構築
する地盤に掘削溝3を掘り、掘削溝3に鉄筋篭12を配
置する。鉄筋篭12の数か所に透水パイプ21を埋め込
み、透水パイプ21の両面を生分解性材料製蓋23で塞
ぐ。掘削溝3にコンクリートを打設して地中壁1を構築
する。コンクリートが透水パイプ25の前面に回り込ま
ないように図2のようにコンクリート漏れ防止シート1
1を取り付ける。地中壁1は透水パイプ21が塞がれて
いるので、遮水壁として使用される。工事完了後、生分
解性材料製蓋23を生分解させて消滅させると、透水パ
イプ21が貫通し、地下水の流れが回復し、地中壁1が
得られる。この様に、地中壁1は、工事中は遮水性を有
し、工事完了後は透水性に簡単に変えられるものであ
る。Embodiments of the present invention will be described below with reference to the drawings. <A> Underground wall When constructing the underground wall 1 such as a continuous underground wall, for example, the excavation groove 3 is dug in the ground to be constructed, and the rebar cage 12 is arranged in the excavation groove 3. The water-permeable pipes 21 are embedded in the rebar cage 12 at several places, and both surfaces of the water-permeable pipes 21 are covered with biodegradable material lids 23. Concrete is placed in the excavation trench 3 to construct the underground wall 1. As shown in FIG. 2, the concrete leakage prevention sheet 1 so that concrete does not go around the front of the water permeable pipe 25.
Attach 1. The underground wall 1 is used as an impermeable wall because the water permeable pipe 21 is closed. After the construction is completed, when the biodegradable material lid 23 is biodegraded and disappears, the water permeable pipe 21 penetrates, the flow of groundwater is restored, and the underground wall 1 is obtained. In this way, the underground wall 1 has water impermeability during construction and can be easily changed to water-permeable after construction is completed.
【0007】<ロ>透水孔 透水孔2は、例えば、透水パイプ21で地中壁1を貫通
して設けられる。透水パイプ21の中央部分に分解促進
物質の供給路、例えば供給パイプ25を接続し、これら
パイプ相互の内部空間を連通しておく。透水パイプ21
と供給パイプ25は、例えば鉄筋篭12に固定され、供
給パイプ25が地中壁1の上端に出るように、掘削溝3
に配置される。透水パイプ21の両端は地中壁1の両側
の透水層31と隣接するように配置される。<B> Water-permeable hole The water-permeable hole 2 is provided, for example, by penetrating the underground wall 1 with a water-permeable pipe 21. A supply passage for the decomposition promoting substance, for example, a supply pipe 25 is connected to the central portion of the water permeable pipe 21, and the internal spaces of these pipes are communicated with each other. Water permeable pipe 21
The supply pipe 25 and the supply pipe 25 are fixed to the rebar cage 12, for example, so that the supply pipe 25 extends to the upper end of the underground wall 1 so that the excavation groove 3
Is located in. Both ends of the water permeable pipe 21 are arranged so as to be adjacent to the water permeable layers 31 on both sides of the underground wall 1.
【0008】<ハ>生分解性材料製蓋 生分解性材料製蓋23は、十分な強度を持たせた厚さの
生分解性材料からなり、透水パイプ21の両口元に配置
される。例えば、生分解性材料製蓋23を透水パイプ2
1に固定するために、透水パイプ21の内部に透水材、
例えば金網22を取り付け、金網22の外側に生分解性
材料製蓋23を配置する。金網22は、例えば溶接で透
水パイプ21に取り付けられる。生分解性材料製蓋23
の外側の表面は、薄い被膜24でコーティングして、透
水層にある微生物で簡単には生分解しないように構成す
ると共に、機械的には簡単に破壊されるように構成す
る。生分解性材料製蓋23の内側の面は、コーティング
をせず、供給パイプ25から供給される微生物により容
易に生分解するようにしておく。生分解性材料製蓋23
の周面は止水材26を詰め、透水パイプ21と生分解性
材料製蓋23の間の止水性を高めている。<C> Lid made of biodegradable material The lid 23 made of biodegradable material is made of a biodegradable material having a sufficient strength, and is placed at both mouths of the water permeable pipe 21. For example, the lid 23 made of biodegradable material is attached to the water permeable pipe 2.
In order to fix to 1, the permeable material inside the permeable pipe 21,
For example, the wire net 22 is attached, and the lid 23 made of a biodegradable material is arranged outside the wire net 22. The wire net 22 is attached to the water permeable pipe 21 by welding, for example. Biodegradable material lid 23
The outer surface of the is coated with a thin coating 24 so that it is not easily biodegraded by the microorganisms in the water permeable layer and is mechanically easily destroyed. The inner surface of the biodegradable material lid 23 is not coated and is easily biodegraded by the microorganisms supplied from the supply pipe 25. Biodegradable material lid 23
The peripheral surface of is filled with a water blocking material 26 to enhance water blocking between the water permeable pipe 21 and the biodegradable material lid 23.
【0009】<ニ>生分解性材料 生分解性材料は、通常、土中に生息するバクテリヤなど
の微生物に取り込まれ、分解されて炭酸ガスと水として
放出される。生分解性材料は、例えば、生分解性プラス
チックのマタービー(Mater−Bi:NOVAMO
NT社製造)などがあり、発泡成形可能であり、緩衝材
としても使用できる強度を有している((社)日本合成
樹脂技術協会出版、合成樹脂、VOL.39、No.5
参照)。<D> Biodegradable Material The biodegradable material is usually taken up by microorganisms such as bacteria living in the soil, decomposed and released as carbon dioxide and water. The biodegradable material is, for example, Mater-Bi (NOVAMO), which is a biodegradable plastic.
(Manufactured by NT Co., Ltd.) and the like, and is capable of foam molding and has a strength such that it can be used also as a cushioning material (Synthetic resin published by Japan Synthetic Resin Technology Association, vol.
reference).
【0010】<ホ>透水孔の貫通 地中壁1を遮水壁として使用後、透水性を持たせるため
に、生分解性材料の分解を促進する物質として、微生物
を混合した泥水を供給パイプ25から供給する。微生物
は、金網22を通して生分解性材料に接触し、分解を開
始する。分解に至るまでの期間は、生分解性材料の製品
により異なるので、必要に応じて選択すれば良い。例え
ば、生分解性プラスチックは、重量減少率が、75日後
に70%、460日後に83%であり、最終的には10
0%分解される。生分解性材料の重量が20%程まで減
少する時には、生分解性材料のコーティング24に土圧
及び水圧がかかり、原形をとどめることがないように破
壊される。このようにして、生分解性材料性蓋23が破
壊すると、透水パイプ21が貫通し、地下水が地中壁1
を流れ、工事前の状態まで地下水が復元する。<E> Penetration of water-permeable holes After using the underground wall 1 as a water-impermeable wall, mud water mixed with microorganisms is added as a substance that promotes decomposition of the biodegradable material in order to impart water permeability. Supply from 25. The microorganisms come into contact with the biodegradable material through the wire mesh 22 and start degrading. The time period until decomposition depends on the product of the biodegradable material, so it may be selected as necessary. For example, biodegradable plastics have a weight loss rate of 70% after 75 days, 83% after 460 days, and finally 10%.
Decomposed by 0%. As the weight of the biodegradable material decreases by as much as 20%, the biodegradable material coating 24 is subject to earth and water pressure and is destroyed so that it does not retain its original shape. In this way, when the biodegradable material lid 23 is destroyed, the water permeable pipe 21 penetrates and groundwater is transferred to the underground wall 1.
The groundwater is restored to the state before construction.
【0011】<ヘ>地中壁の他の構築方法 連続地中壁1を構築する際、図3のように地盤を掘削し
て掘削溝3を形成し、掘削溝3内の透水層31の位置に
合わせて生分解性材料から成る生分解性材料栓123を
配置する。必要に応じて、コンクリート漏れ防止シート
11を取り付けた鉄筋篭12に生分解性材料123を固
定しておく。この状態でコンクリートを掘削溝3に打設
すると、空間部にコンクリートが充填して不透水部とな
り、コンクリートが充填されない生分解性材料栓123
の箇所は、分解されるまでは不透水部となり、地下水を
遮断することとなる。この時連続地中壁1で囲まれた内
部に建造物を構築する。<F> Another method for constructing the underground wall When constructing the continuous underground wall 1, as shown in FIG. 3, the ground is excavated to form the excavation groove 3, and the permeable layer 31 in the excavation groove 3 is formed. A biodegradable material plug 123 made of a biodegradable material is arranged in accordance with the position. If necessary, the biodegradable material 123 is fixed to the rebar cage 12 to which the concrete leak prevention sheet 11 is attached. When concrete is placed in the excavation groove 3 in this state, the space is filled with concrete and becomes a water impermeable part, and the biodegradable material plug 123 is not filled with concrete.
The area will be a water impermeable part until it is disassembled and will block groundwater. At this time, a building is built inside the continuous underground wall 1.
【0012】建造物が完成する頃或いは後に、生分解性
材料栓123の生分解性材料が地盤内のバクテリアなど
により分解し、連続地中壁1に地下水が通る透水孔2が
形成される。この透水孔2を通って、上流側の地下水が
下流側に流れることができる。なお、バクテリア等の分
解促進物質は建造物の構築時に人為的に生分解性材料に
取り付けても良い。図4乃至図5には、生分解性材料栓
123の形状の例が示されており、円筒形、矩形、プレ
ート状など、通水量や連続地中壁の形状に合わせて様々
な形状のものを使用することができる。When or after the building is completed, the biodegradable material of the biodegradable material plug 123 is decomposed by bacteria in the ground, and a water permeable hole 2 through which groundwater passes is formed in the continuous underground wall 1. Through this water-permeable hole 2, the groundwater on the upstream side can flow to the downstream side. Note that the decomposition promoting substance such as bacteria may be artificially attached to the biodegradable material when the building is constructed. 4 to 5 show examples of the shape of the biodegradable material stopper 123, which have various shapes such as a cylindrical shape, a rectangular shape, and a plate shape according to the water flow rate and the shape of the continuous underground wall. Can be used.
【0013】[0013]
【発明の効果】本発明は、次のような格別な効果を得る
ことができる。 <イ>地中壁は、工事中は遮水壁として使用され、工事
完了後は透水性となり、遮断された地下水の流れが回復
される。 <ロ>生分解性材料を使用するので、分解時には、微生
物に取り込まれ、炭酸ガスと水に分解して放出されるた
め、地下水を汚染することがない。 <ハ>地中壁を構築しても、地下水の流れを回復できる
ので、上流側では地下水の吹き出しを、又は下流側では
井戸枯れなどを防止できる。According to the present invention, the following special effects can be obtained. <B> The underground wall is used as a water barrier during construction, and becomes permeable after the construction is completed to restore the blocked groundwater flow. <B> Since a biodegradable material is used, when it is decomposed, it is taken up by microorganisms, decomposed into carbon dioxide gas and water and released, so that groundwater is not contaminated. <C> Even if the underground wall is constructed, the flow of groundwater can be recovered, so that the discharge of groundwater on the upstream side and the well death on the downstream side can be prevented.
【図1】地中壁を示す図1] Diagram showing the underground wall
【図2】地中壁の断面拡大図[Fig. 2] Enlarged cross-sectional view of the underground wall
【図3】地中壁の構築図[Fig.3] Construction drawing of underground wall
【図4】生分解性材料栓の形状を示す図FIG. 4 is a view showing the shape of a biodegradable material stopper.
【図5】生分解性材料栓の他の形状を示す図FIG. 5 is a view showing another shape of the biodegradable material stopper.
1・・・地中壁 2・・・透水孔 3・・・掘削溝 23・・生分解性材料製蓋 123・生分解性材料栓 1 ... Underground wall 2 ... Water permeable hole 3 ... Drilling groove 23..Biodegradable material lid 123.Biodegradable material plug
───────────────────────────────────────────────────── フロントページの続き (72)発明者 荒井政男 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Masao Arai 1-25-1 Nishishinjuku, Shinjuku-ku, Tokyo Taisei Corporation
Claims (10)
状態となる、 地中壁。1. A water-permeable hole that penetrates an underground wall, and a biodegradable material disposed in the water-permeable hole, wherein the biodegradable material decomposes and the water-permeable hole changes from a blocked state to a water-permeable state. The underground wall.
え、 該生分解性材料が分解し該被膜が壊れて該透水孔が遮断
状態から透水状態となる、 地中壁。2. A water-permeable hole that penetrates an underground wall, a biodegradable material disposed in the water-permeable hole, and a coating formed on the water-permeable hole mouth side of the biodegradable material, An underground wall where the biodegradable material decomposes, the coating breaks, and the water-permeable holes change from blocked to water-permeable.
孔が遮断状態から透水状態となる、 地中壁。3. A water permeable hole penetrating the underground wall, a biodegradable material disposed in the water permeable hole, and a supply passage for supplying a decomposition accelerating substance into the water permeable hole. An underground wall, in which the biodegradable material is decomposed and the water-permeable holes are changed from a blocked state to a water-permeable state.
を備え、 該生分解性材料が分解して該透水孔が遮断状態から透水
状態となる、 地中壁。4. A water-permeable hole that penetrates an underground wall, and a biodegradable material disposed in the water-permeable hole via a water blocking material, wherein the biodegradable material decomposes to form the water-permeable hole. An underground wall that changes from blocked to permeable.
え、 該生分解性材料が分解して該透水孔が遮断状態から透水
状態となる、 地中壁。5. A water-permeable hole that penetrates an underground wall is provided, and a biodegradable material is provided almost all over the water-permeable hole, and the biodegradable material is decomposed to prevent the water-permeable hole from being blocked. An underground wall that becomes permeable.
水状態にする、 地中壁の構築方法。6. A water permeable hole that penetrates an underground wall is provided, a biodegradable material is disposed in the water permeable hole, and the biodegradable material is decomposed to change the water permeable hole from a blocked state to a permeable state. , How to build underground wall.
状態から透水状態にする、 地中壁の構築方法。7. A water-permeable hole that penetrates an underground wall is provided, a biodegradable material is disposed in the water-permeable hole, and a film is formed on the water-permeable hole mouth side of the biodegradable material. A method for constructing an underground wall, in which a material is decomposed, the coating is broken, and the water-permeable hole is changed from a blocked state to a water-permeable state.
水孔を遮断状態から透水状態にする、 地中壁の構築方法。8. A water permeable hole penetrating an underground wall is provided, a biodegradable material is arranged in the water permeable hole, a decomposition promoting substance is supplied to the biodegradable material, and the biodegradation is caused by the decomposition promoting substance. A method for constructing an underground wall, in which a permeable material is decomposed to change the water-permeable holes from a blocked state to a water-permeable state.
水状態にする、 地中壁の構築方法。9. A water-permeable hole that penetrates an underground wall is provided, and a biodegradable material is disposed in the water-permeable hole via a water blocking material, and the biodegradable material is decomposed to block the water-permeable hole. A method of constructing an underground wall that changes from a state to a permeable state.
し、 地中壁の透水孔を形成する位置に生分解性材料を配置
し、 該掘削溝内にコンクリートを打設して地中壁を構築し、 該生分解性材料を分解して、該地中壁に該透水孔を形成
する、 地中壁の構築方法。10. An excavation groove is formed at a position where an underground wall is constructed, a biodegradable material is arranged at a position where a water-permeable hole is formed in the underground wall, and concrete is placed in the excavation groove to form a ground. A method for constructing an underground wall, which comprises constructing an intermediate wall, decomposing the biodegradable material, and forming the water-permeable holes in the underground wall.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP31116294A JP3413644B2 (en) | 1994-02-09 | 1994-11-21 | Underground wall and its construction method |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6-36423 | 1994-02-09 | ||
JP3642394 | 1994-02-09 | ||
JP31116294A JP3413644B2 (en) | 1994-02-09 | 1994-11-21 | Underground wall and its construction method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH07268863A true JPH07268863A (en) | 1995-10-17 |
JP3413644B2 JP3413644B2 (en) | 2003-06-03 |
Family
ID=26375473
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP31116294A Expired - Fee Related JP3413644B2 (en) | 1994-02-09 | 1994-11-21 | Underground wall and its construction method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3413644B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003064663A (en) * | 2001-08-29 | 2003-03-05 | Chem Grouting Co Ltd | Construction method for drilling hole in underground wall |
JP2009249834A (en) * | 2008-04-02 | 2009-10-29 | Daiho Constr Co Ltd | Underground structure |
KR101136455B1 (en) * | 2010-05-04 | 2012-04-19 | 양숙경 | Steel Pipe for Underground Watertight Wall having Drainage Hole |
JP2014012981A (en) * | 2012-06-08 | 2014-01-23 | Ohbayashi Corp | Liquefaction countermeasure structure |
-
1994
- 1994-11-21 JP JP31116294A patent/JP3413644B2/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003064663A (en) * | 2001-08-29 | 2003-03-05 | Chem Grouting Co Ltd | Construction method for drilling hole in underground wall |
JP2009249834A (en) * | 2008-04-02 | 2009-10-29 | Daiho Constr Co Ltd | Underground structure |
JP4675391B2 (en) * | 2008-04-02 | 2011-04-20 | 大豊建設株式会社 | Underground structure |
KR101136455B1 (en) * | 2010-05-04 | 2012-04-19 | 양숙경 | Steel Pipe for Underground Watertight Wall having Drainage Hole |
JP2014012981A (en) * | 2012-06-08 | 2014-01-23 | Ohbayashi Corp | Liquefaction countermeasure structure |
Also Published As
Publication number | Publication date |
---|---|
JP3413644B2 (en) | 2003-06-03 |
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