JPS5883729A - Prevention of drying of mud water-solidified continuous wall - Google Patents
Prevention of drying of mud water-solidified continuous wallInfo
- Publication number
- JPS5883729A JPS5883729A JP17983281A JP17983281A JPS5883729A JP S5883729 A JPS5883729 A JP S5883729A JP 17983281 A JP17983281 A JP 17983281A JP 17983281 A JP17983281 A JP 17983281A JP S5883729 A JPS5883729 A JP S5883729A
- Authority
- JP
- Japan
- Prior art keywords
- wall
- continuous wall
- mud
- water
- drying
- 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
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は泥水固化方法によって造成される連続地中壁の
乾燥防止方法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for preventing drying of a continuous underground wall constructed by a mud water solidification method.
従来、連続地中壁を造成する際、安定液として使用する
硬化性泥水は、一般にベントナイト、ポルトランドセメ
ントまたは高炉スラグを主体とするセメント、さらに適
量の反応遅延剤で構成され、そのまま静置すると硬化す
る。そして、硬化性泥水による固化体は遮水性能がすぐ
れているばかりでなく、調合によって30〜SO¥i程
度の強度を有するので、’ P 0部材やHi!Iなど
の他の部材を併用すると遮水性に富む仮設の山留壁とし
て利用されている。Conventionally, the hardening mud used as a stabilizing liquid when constructing continuous underground walls is generally composed of cement mainly composed of bentonite, Portland cement, or blast furnace slag, and an appropriate amount of a reaction retarder, and it hardens when left to stand still. do. The solidified body of hardening mud not only has excellent water-shielding performance, but also has a strength of about 30~SO¥i depending on the formulation, so it can be used as a 'P0 member or Hi! When used in conjunction with other members such as I, it is used as a temporary mountain retaining wall with excellent water-blocking properties.
ところで、硬化性泥水による固化体はlSO〜3θo%
の含水比を示す高含水状態であり、しかもその大部分の
水は蒸発しやすい性質を有している。By the way, the solidified body of hardening mud is lSO~3θo%
It is in a high water content state with a water content ratio of , and most of the water has the property of being easily evaporated.
したがって、硬化性泥水による泥水固化壁が内部の地盤
掘削に伴って、長期間空気中にさらされると乾燥が進行
し、壁面が徐々にはだ落ちしていく欠点を有している。Therefore, if a muddy wall made of hardening muddy water is exposed to the air for a long period of time due to internal ground excavation, drying progresses and the wall surface gradually falls off.
本発明の目的は、上記欠点をかんがみてなされたもので
、硬化性泥水による泥水固化壁が長期間空気中にさらさ
れて、乾燥による壁面のはだ落ちを簡単にかつ経済的に
防止する方法を提供することにある。The object of the present invention has been made in view of the above-mentioned drawbacks, and is a method for easily and economically preventing wall surfaces from peeling off due to drying when muddy walls made of hardening muddy water are exposed to the air for a long period of time. Our goal is to provide the following.
本発明によると、硬化性泥水による泥水固化連続壁を造
成して、内部掘削に伴って露出する該連続壁の壁面に液
状の乾燥防止方法吹き付は塗布するこ七によって乾燥に
よる壁面のけた落ちを防止しようとするものである。According to the present invention, a muddy solidified continuous wall is created using hardening muddy water, and a liquid drying prevention method is applied to the wall surface of the continuous wall exposed due to internal excavation. The aim is to prevent
液状の乾燥防止剤は露出する壁面に吹き付け塗布するこ
とにより、泥水同化壁に対する付着性が良好であること
、水密性が良いこと、耐候性が良いこと、弾性に富むこ
と、それに施工的に取扱いやすいことなどの諸条件を備
えていることが望ましく、アクリル系、ウレタン系、シ
リコン系、合成ゴム系、アスファルト系などが好例であ
る。By spraying the liquid anti-drying agent onto the exposed wall surface, it has good adhesion to muddy water assimilation walls, good watertightness, good weather resistance, high elasticity, and easy handling during construction. It is desirable that the material meets various conditions such as being easy to use, and acrylic, urethane, silicone, synthetic rubber, and asphalt materials are good examples.
まず、泥水工法において安定液としての硬化性泥水を地
中溝孔中に満たしながら地盤を掘削していく。所定深さ
まで掘削して形成された地中溝孔中の硬化性泥水は、そ
のまま静置すると泥水固化連続壁に変換される。該連続
壁を土留壁として内部地盤を掘削する。そして、露出す
る該連続壁の壁面に前記の乾燥防止剤をコンプレッサー
などを用いて吹き付けたり、あるいは刷毛などを用いて
塗布したりすることによって目的が達成される。First, in the mud method, the ground is excavated while filling an underground trench with hardening mud water as a stabilizing liquid. Hardenable mud water in an underground trench formed by excavation to a predetermined depth is converted into a continuous wall of solidified mud water when left to stand still. The internal ground is excavated using the continuous wall as an earth retaining wall. The purpose is achieved by spraying the anti-drying agent onto the exposed wall surface of the continuous wall using a compressor or the like, or applying it using a brush or the like.
この発明によれば、内部掘削によって露出する泥水固化
連続壁の壁面に液状の乾燥防止剤を吹付け・塗布したか
ら、乾燥によるはだ落ちによる該連続壁の劣化を未然に
防ぐので、簡単が。According to this invention, since the liquid anti-drying agent is sprayed and applied to the wall surface of the muddy water solidification continuous wall exposed by internal excavation, deterioration of the continuous wall due to flaking due to drying is prevented. .
つ経済的な工法といえる。It can be said to be an economical construction method.
上記に述べた本発明の醜果を明らかにするために以下に
実施例を示す。Examples will be shown below to clarify the disadvantages of the present invention described above.
(実施例)
表−lは硬化性泥水によるl!;xlOcmの固化供試
体を、表面未処理のものと、表面処理したものを室温−
0℃、相対湿度60%の養生室に入れ、それらの乾燥程
度および強度を測定した結果を示す。(Example) Table 1 is based on hardening muddy water! xlOcm of solidified specimens, one with untreated surface and one with surface treatment, were kept at room temperature.
The results are shown in which the degree of dryness and strength of the samples were measured by placing them in a curing room at 0° C. and 60% relative humidity.
これによると、表面未処理の固化供試体は乾燥速度が大
きく、7日で10%、2日で30%におよぶ水分蒸発に
伴う減量を示し、また、強度も大巾に低下することが確
認された。According to this, it was confirmed that the solidified specimen with an untreated surface had a high drying rate, showing a weight loss due to water evaporation of 10% in 7 days and 30% in 2 days, and its strength also decreased significantly. It was done.
一方、アクリル系塗料を約7%塗布処理した固化供試体
は減量率がio%となるのに9日、また20%となるの
に2S日を要することが確認された。On the other hand, it was confirmed that for the solidified specimen coated with about 7% acrylic paint, it took 9 days for the weight loss rate to reach io% and 2S days for the weight loss rate to reach 20%.
さらに、アクリル系塗料を塗布処理した同じ固化供試体
を室外に放置し、晴天の日が1週間続いた後の乾燥程度
を調べた所、7〜g%の減量を示し、その後降雨によっ
て元の湿潤状態に回復し、30日以上経ても70%以上
の減量を示すことがなく、十分に実用に耐えることが確
認された。Furthermore, when the same solidified specimen coated with acrylic paint was left outdoors and the degree of dryness was examined after one week of continuous sunny days, it showed a weight loss of 7 to 7 g%, and then due to rainfall, it lost its original weight. It was confirmed that it recovered to a moist state and did not show a weight loss of 70% or more even after 30 days or more, and was sufficiently durable for practical use.
表−/ 固化供試体の減量率と強度Table - / Weight loss rate and strength of solidified specimen
Claims (1)
し、掘削壁面に液状の乾燥防止剤を吹き付け・塗布する
ことを特徴とする泥水固化連続壁の乾燥防止方法。A method for preventing drying of a muddy water solidified continuous wall, which comprises spraying and applying a liquid anti-drying agent to the excavated wall surface when excavating the internal ground using the muddy water solidified continuous wall as an earth retaining wall.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17983281A JPS5883729A (en) | 1981-11-11 | 1981-11-11 | Prevention of drying of mud water-solidified continuous wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17983281A JPS5883729A (en) | 1981-11-11 | 1981-11-11 | Prevention of drying of mud water-solidified continuous wall |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS5883729A true JPS5883729A (en) | 1983-05-19 |
Family
ID=16072670
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP17983281A Pending JPS5883729A (en) | 1981-11-11 | 1981-11-11 | Prevention of drying of mud water-solidified continuous wall |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5883729A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2714998B1 (en) * | 2011-06-01 | 2018-12-26 | Soletanche Freyssinet | Method of forming a retaining wall from a rough soil-mixing wall |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5146341A (en) * | 1974-10-18 | 1976-04-20 | Mitsubishi Petrochemical Co | JISHOSEIJUSHISOSEIBUTSU |
JPS51130009A (en) * | 1975-05-07 | 1976-11-12 | Kumagai Gumi Co Ltd | Mud water hardening land slide protection method using steel sheet pile |
-
1981
- 1981-11-11 JP JP17983281A patent/JPS5883729A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5146341A (en) * | 1974-10-18 | 1976-04-20 | Mitsubishi Petrochemical Co | JISHOSEIJUSHISOSEIBUTSU |
JPS51130009A (en) * | 1975-05-07 | 1976-11-12 | Kumagai Gumi Co Ltd | Mud water hardening land slide protection method using steel sheet pile |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2714998B1 (en) * | 2011-06-01 | 2018-12-26 | Soletanche Freyssinet | Method of forming a retaining wall from a rough soil-mixing wall |
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