JPH11247200A - Caisson settlement method - Google Patents
Caisson settlement methodInfo
- Publication number
- JPH11247200A JPH11247200A JP4831498A JP4831498A JPH11247200A JP H11247200 A JPH11247200 A JP H11247200A JP 4831498 A JP4831498 A JP 4831498A JP 4831498 A JP4831498 A JP 4831498A JP H11247200 A JPH11247200 A JP H11247200A
- Authority
- JP
- Japan
- Prior art keywords
- caisson
- wall
- laying method
- soil
- wall body
- 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
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この出願の発明は、ケーソン
沈設工法に関するものである。さらに詳しくは、この出
願の発明は、地盤が硬すぎたり軟らかすぎるといった硬
軟条件が不適切な場合におけるケーソン沈設や、平面形
状が非対称なケーソンを沈設させる場合等に有用な、新
しいケーソン沈設工法に関するものである。TECHNICAL FIELD The invention of this application relates to a caisson laying method. More specifically, the invention of this application relates to a new caisson laying method which is useful for caisson laying when the ground is too hard or soft and the hard and soft conditions are inappropriate, or when laying a caisson having an asymmetrical planar shape. Things.
【0002】[0002]
【従来の技術とその課題】従来より、建築構造物の基礎
工事や、地下構造物の築造等においてはケーソン沈設工
法がしばしば行われている。この工法は、沈設計画位置
の上にケーソンを構築し、ケーソン内部および刃先の土
を掘削しつつ、地盤中にケーソンを沈設する工法であっ
て、ケーソンの沈設には、ケーソンを沈下させる力であ
る沈下力と、その沈下に抵抗する力である沈下抵抗力と
のバランスが考慮されている。2. Description of the Related Art Conventionally, a caisson laying method has been often used in foundation works of building structures and construction of underground structures. This method is a method of constructing a caisson on the sinking design position, excavating the inside of the caisson and the cutting edge, and sinking the caisson in the ground. A balance between a certain squatting force and a squatting resistance force that resists the squatting is considered.
【0003】しかしながら、ケーソン沈設工法は、基礎
工法として、あるいは地下室の構築法として経済性や止
水性等の点で優れた工法であると評価されているもの
の、対象地盤の硬軟条件の制約や、ケーソンの平面形状
の制約が多く、実際的には汎用的な工法とはなっていな
いのが実情である。例えば、対象地盤の硬軟条件による
制約としては、良く締まった砂礫地盤や洪積粘土層等の
硬固な地盤においては、沈下抵抗力が大きく、自重のみ
による沈下は困難であり、逆に、沖積粘土層や腐植土層
等などの軟弱な地盤においては、沈下抵抗力がケーソン
の自重よりも少ないために、過大な沈下が生じる結果と
なり、いずれの場合もケーソンの施工に支障をきたすこ
ととなる。[0003] However, the caisson subsidence method has been evaluated as an excellent method in terms of economy and water stoppage as a foundation method or a method of constructing a basement. There are many restrictions on the plane shape of caisson, and it is not a general-purpose method in practice. For example, the restriction due to the hard and soft conditions of the target ground is that in a well-sealed sandy gravel or hard ground such as a dirt clay layer, settlement resistance is large and subsidence by its own weight alone is difficult. On soft ground such as clay layers or humus layers, settlement resistance is less than the weight of the caisson, resulting in excessive settlement, which in any case will hinder caisson construction. .
【0004】このような問題に対処するために、硬固な
地盤の場合には、ケーソンの壁厚を必要以上に厚くした
り、載荷重をのせて沈下力を増加させる等の対策がとら
れているものの、そのための労力、時間、そしてコスト
の増大は極めて大きなものになる。一方、軟弱な地盤の
場合には、ケーソンの自重が沈下抵抗力より大きいため
に、例えばケミコパイル工法や薬液注入工法等の地盤改
良により、地盤の強度を増加させ、沈下抵抗力を増加さ
せることにより対応しているが、この場合においても、
手間がかかり、しかもコスト増になる等の問題がある。In order to cope with such a problem, in the case of a hard ground, measures such as increasing the wall thickness of the caisson more than necessary or increasing the settlement force by applying a load are taken. However, the effort, time, and cost for doing so is prohibitive. On the other hand, in the case of soft ground, the weight of the caisson is greater than the settlement resistance.For example, by improving the ground such as the chemicopile method or chemical injection method, the strength of the ground is increased and the settlement resistance is increased. Yes, but in this case,
There is a problem that it takes time and increases the cost.
【0005】さらに、実際の対象地盤は硬い地層と軟弱
な地層とが互層をなしていることも多く、このような場
合には、ケーソン沈設工法の適応は非常に難しいものと
なる。また、ケーソンの平面形状の制約という問題もあ
る。ケーソンはあらかじめ地上部においてコンクリート
により壁体を構築した後に、正確に垂直に沈下させるこ
とが必要であるが、ケーソンの沈下力の重心位置と沈下
抵抗力の合力位置とが一致しない場合には、ケーソンが
うまく垂直に沈下されない。[0005] In addition, the actual target ground often has a hard ground layer and a soft ground layer alternately, and in such a case, it is very difficult to apply the caisson laying method. In addition, there is a problem that the plane shape of the caisson is restricted. It is necessary for caisson to settle down exactly vertically after constructing the wall with concrete on the ground part in advance, but if the center of gravity of the caisson's sinking force does not match the resultant position of the settlement resistance, The caisson does not sink vertically well.
【0006】このようなケーソンの沈下力の重心位置と
沈下抵抗力の合力位置との不一致は、ケーソンの平面形
状が、正方形または正方形に近い長方形ではない場合に
生じる。そのため、ケーソンの平面形状は正方形に近い
長方形がよいとされており、平面形状が対象でない場合
や、短辺と長辺の比が4以上の場合は垂直に沈設するの
は難しく、このような場合は、ケーソン沈設工法の適用
外となっていた。The inconsistency between the position of the center of gravity of the settlement force of the caisson and the resultant position of the settlement resistance occurs when the plane shape of the caisson is not a square or a rectangle close to a square. For this reason, it is said that the plane shape of the caisson is preferably a rectangle close to a square, and it is difficult to sink vertically when the plane shape is not the target or when the ratio of the short side to the long side is 4 or more. In this case, the caisson laying method was not applicable.
【0007】この出願の発明は、以上の通りの従来技術
の問題点を鑑みてなされたものであり、対象地盤の硬軟
条件が不適切な場合やケーソン平面形状が非対称な場合
でも、ケーソンを容易に垂直に沈設することのできる、
新しいケーソン沈設工法を提供することを課題としてい
る。[0007] The invention of this application has been made in view of the above-mentioned problems of the prior art. Even when the condition of the target ground is inappropriate or the plane shape of the caisson is asymmetric, the caisson can be easily formed. Can be sunk vertically,
The task is to provide a new caisson laying method.
【0008】[0008]
【課題を解決するための手段】この出願は、上記のとお
りの課題を解決するために、第1の発明として、ケーソ
ンを地盤中に沈設するケーソン沈設工法において、地盤
中のケーソン沈設部に、あらかじめ、軟泥化した壁体を
造成し、ケーソンを支力装置で支え、ケーソンの沈下量
を支力装置で制御しながら、ケーソンをその軟泥化した
壁体中に沈下させることを特徴とするケーソン沈設工法
を提供する。SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention provides, as a first invention, a caisson burial method for laying a caisson in the ground, and A caisson characterized by constructing an ointment wall in advance, supporting the caisson with a supporting device, and submerging the caisson in the ozonized wall while controlling the amount of caisson settlement by the supporting device. Provide subsidence method.
【0009】さらに、この出願においては、前記のケー
ソン沈設工法について、第2の発明として、ケーソン沈
設部に、あらかじめ、水または泥水を、必要に応じて気
泡材および/または高吸水性ポリマーをも用いて混合攪
拌して、軟泥化した壁体を造成するケーソンの沈設工法
を、第3の発明として、水または泥水とともに、土およ
び/または粘土も攪拌混合するケーソンの沈設工法を提
供する。Further, in the present application, regarding the above-mentioned caisson laying method, as a second invention, water or muddy water and, if necessary, a foam material and / or a superabsorbent polymer are also added to the caisson laying portion. As a third invention, there is provided a caisson squatting method for mixing and stirring to form an ointment wall, and as a third invention, a caisson sizing method for mixing and mixing soil and / or clay with water or muddy water.
【0010】そして、この出願は、以上の第1〜第3の
発明について、さらに第4の発明として、軟泥化した壁
体の厚さをケーソンの壁体厚さよりも厚くするケーソン
沈設工法を、第5の発明として、天端より刃口まで貫通
した貫通孔をケーソンにあらかじめ設け、ケーソン沈設
の完了後に、この貫通孔より固化材を注入し、ケーソン
先端部を固化させるケーソン沈設工法を、第6の発明と
して、天端より刃口まで貫通した貫通孔をケーソンにあ
らかじめ設け、ケーソン沈設の完了後に、この貫通孔よ
り止水材を軟泥化した壁体中に注入して攪拌し、ケーソ
ン外周部を固化させ、その外周部を止水層化するケーソ
ン沈設工法を、第7の発明として、外壁に断熱材を取り
付けたケーソンを沈下させるケーソン沈設工法を、第8
の発明として、壁体の外部に水平方向に浮力対抗壁を張
り出させたケーソンを沈下させるケーソン沈設工法をも
提供する。This application relates to the above-mentioned first to third inventions, and furthermore, as a fourth invention, a caisson laying method in which the thickness of the wall made of ooze is made larger than the thickness of the caisson wall, As a fifth invention, a caisson laying method in which a through hole penetrating from the top end to the cutting edge is provided in advance in the caisson, and after the caisson laying is completed, a solidifying material is injected from the through hole to solidify the caisson tip, According to the invention of the sixth aspect, a through hole penetrating from the top end to the cutting edge is provided in advance in the caisson, and after completion of the caisson laying, a water-stopping material is injected into the wall of the softened mud from the through hole and stirred. A caisson laying method for solidifying a portion of the caisson and solidifying the outer periphery of the caisson, and a caisson laying method for sinking a caisson having a heat insulating material attached to its outer wall as a seventh invention,
As another aspect of the present invention, there is also provided a caisson laying method for sinking a caisson having a wall against which buoyancy opposes in a horizontal direction outside a wall body.
【0011】さらに、この出願においては、以上のケー
ソン沈設工法において、第9の発明として、軟泥化した
壁体を造成するために、対象土が粘性土の場合には、高
吸水ポリマー液と気泡材の混合水液、またはベントナイ
ト液と気泡材との混合水液を、対象土が砂質土の場合に
は、高吸水ポリマー液と気泡材との混合水液を用いるケ
ーソン沈設工法をも提供する。Further, in this application, in the above caisson laying method, as a ninth invention, in order to form a wall made of ooze, when the target soil is a viscous soil, a superabsorbent polymer solution and air bubbles are used. A caisson laying method is also available that uses a mixed water solution of wood material or a mixed water solution of bentonite solution and foam material, or a mixed water solution of superabsorbent polymer solution and foam material when the target soil is sandy soil. I do.
【0012】以上のとおりの工法によって、従来のケー
ソン沈設工法の適用が困難であった対象地盤の硬軟条件
が不適切な場合や、ケーソンの平面形状が非対称な場合
においても、ケーソンを容易に沈設することが可能とな
る。また、この発明においては、従来のケーソン沈設工
法と比べて、垂直沈下性を格段に向上させることもでき
る。With the above-described construction method, the caisson can be easily laid down even when the hard and soft conditions of the target ground where the conventional caisson laying method is difficult to apply or when the plane shape of the caisson is asymmetric. It is possible to do. Further, in the present invention, the vertical settlement can be remarkably improved as compared with the conventional caisson laying method.
【0013】[0013]
【発明の実施の形態】この発明のケーソン沈設工法は、
例えば添付した図面の図1から図6に例示した手順によ
って施工を行うことができる。すなわち、まずはじめ
に、例えば図1に例示したように、対象地盤(1)に対
して、ケーソン壁体の沈設部分の現状土を壁体の厚さと
同じ、あるいはより厚く軟泥化させて軟泥化壁体(2)
を形成する。この軟泥化壁体は、築造する構造物により
形状がことなるが、この例の場合には矩形をなしてお
り、図1においては、施工完了部分(21)と、施工未
完了部分(22)とが平面図として示してある。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS
For example, construction can be performed according to the procedures illustrated in FIGS. 1 to 6 of the attached drawings. That is, first, as illustrated in FIG. 1, for example, the present soil at the sunk portion of the caisson wall is made into the same or a thicker thickness as the wall of the caisson wall with respect to the target ground (1), and Body (2)
To form The wall of the softened mud varies in shape depending on the structure to be built. In this case, the wall has a rectangular shape, and in FIG. 1, the completed portion (21) and the uncompleted portion (22) are shown. Are shown in a plan view.
【0014】このケーソン沈設部分の現状土を軟泥化さ
せる方法としては、例えば、削孔混練機等に代表される
ソイルミキシングウォールまたはソイルミキシングパイ
ル等の超泥土施工機(3)により行うことができる。す
なわち、その軟泥化壁体の造成は、削孔混練機により原
位置土を削孔しつつ、その先端部より土、粘土、泥水、
気泡材、高吸水ポリマー等を吐出しつつ混合・攪拌し、
均一にそれらの土、粘土、泥水、気泡材、高吸水ポリマ
ー等を混練し軟泥化させる。As a method for softening the existing soil in the caisson-deposited portion, for example, a super-soiling machine (3) such as a soil mixing wall or a soil mixing pile typified by a drilling kneader or the like can be used. . In other words, the formation of the oozed wall is made of soil, clay, mud,
Mix and stir while discharging foam material, super absorbent polymer, etc.
The soil, clay, muddy water, foam material, superabsorbent polymer, etc. are uniformly kneaded to make ooze.
【0015】例えばチキソトロピー性の大きい土の場合
には、粘土泥水と微少粒の気泡材を適宜同時に混入させ
ると程度の良い軟泥化壁体が得られる。軟泥化壁体は原
位置土よりも比重が小さくなる。通常は比重を0.8〜
1.3程度に調整するのがよい。比重を1以下にするに
は、微少粒の気泡材の混入量を上げることにより容易に
達成できる。また気泡材に代わり、スチレンビーズのよ
うな軽量な材料を混入することによっても得られる。For example, in the case of soil having a large thixotropy, a muddy muddy water and a fine-grained foam material can be mixed at the same time as appropriate to obtain a softened muddy wall. The specific weight of the oozed wall is smaller than that of the in-situ soil. Normally 0.8 to specific gravity
It is better to adjust to about 1.3. The specific gravity of 1 or less can be easily achieved by increasing the mixing amount of the fine-grained foam material. It can also be obtained by mixing a lightweight material such as styrene beads instead of the foam material.
【0016】その後、例えば図2に例示したように、ケ
ーソン壁体(4)を地上に形成し、そのケーソン壁体
(4)を複数のジャッキなどの支力装置(5)により支
える。このとき、支力装置(5)によるケーソン壁体
(4)の支え方としては、例えばH鋼などの支柱(1
0)を水平に位置させ、その支柱(10)を介して、支
力装置(5)とケーソン壁体(4)とを接続してもよ
い。Thereafter, as shown in FIG. 2, for example, a caisson wall (4) is formed on the ground, and the caisson wall (4) is supported by a plurality of supporting devices (5) such as jacks. At this time, as a method of supporting the caisson wall (4) by the supporting device (5), for example, a column (1
0) may be positioned horizontally, and the supporting device (5) and the caisson wall (4) may be connected via the column (10).
【0017】次に、例えば図3に例示したように、ジャ
ッキなどの支力装置(5)により、ケーソン壁体(4)
の沈下量を均等に制御しながら、ケーソン壁体(4)を
軟泥化壁体(2)中に沈設する。このとき、ケーソン壁
体(4)は、対象地盤(1)の硬軟条件の影響や、ケー
ソンの重心と反力位置の不一致による影響などを受ける
ことなく、垂直にかつ容易に軟泥化壁体(2)中に沈設
させることができる。Next, as illustrated in FIG. 3, for example, a caisson wall (4) is provided by a supporting device (5) such as a jack.
The caisson wall (4) is submerged in the ozonized wall (2) while controlling the amount of settlement of the wall uniformly. At this time, the caisson wall (4) is vertically and easily osmotic wall wall (4) without being affected by the hard / soft condition of the target ground (1) or by the mismatch between the center of gravity of the caisson and the reaction force position. 2) Can be sunk in.
【0018】次に、例えば図4に例示したように、ケー
ソンの沈設が完了後にジャッキ等を撤去するとき、ケー
ソンの自沈が生じるほど原地盤が軟弱な場合には、グラ
ウト管(6)を、ケーソンの天端より刃口まで貫通させ
ておき、そのグラウト管(6)の先端部よりセメントミ
ルクなどの固化材(7)を注入し、ケーソンの先端部お
よびその周辺部を固化させて、ケーソンの自沈を止める
こともできる。Next, as shown in FIG. 4, for example, when the jack or the like is removed after the caisson is laid, if the ground is soft enough to cause the caisson to sink, the grout pipe (6) is connected to the grout pipe (6). The caisson is penetrated from the top end to the cutting edge, and a solidifying material (7) such as cement milk is injected from the front end of the grout pipe (6) to solidify the caisson front end and its surroundings. You can stop the self-sinking.
【0019】またさらに、このとき、ケーソンのアップ
リフト防止のために、アースアンカーなどを打設しても
よい。続いては、例えば図5に例示したように、ケーソ
ン壁体(4)を沈設したのち、その内部を掘削機(8)
を用いて掘削する。この掘削機は、ケーソンの形状や地
盤の性状によって、自在に選定することができる。At this time, an earth anchor or the like may be provided to prevent the caisson from lifting up. Subsequently, as shown in FIG. 5, for example, after the caisson wall (4) is laid, the inside thereof is excavated (8).
Excavate using This excavator can be freely selected depending on the shape of the caisson and the properties of the ground.
【0020】最後に、例えば図6に例示したように、底
盤コンクリート(9)や基礎杭を打設する。なお、この
発明のケーソン沈設工法により地下室の構築を行う場合
には、地下室の結露が問題となる。このような場合に
は、前記ケーソン壁体(4)の外壁部に、ポリスチレン
フォーム板やポリウレタン板等の適切な厚さの断熱材を
貼り付け、沈設することにより、ケーソン内部の結露を
防止することができる。Finally, as shown in FIG. 6, for example, a bottom concrete (9) and a foundation pile are cast. When a basement is constructed by the caisson laying method of the present invention, dew condensation in the basement becomes a problem. In such a case, a heat insulating material having an appropriate thickness such as a polystyrene foam plate or a polyurethane plate is attached to the outer wall portion of the caisson wall (4), and the heat insulating material is settled to prevent dew condensation inside the caisson. be able to.
【0021】従来のケーソン沈設工法では、ケーソン外
壁部にこのような断熱材を貼り付けてから、ケーソンを
沈設すると、断熱材と周辺の土との摩擦により断熱材が
破断してしまい、結果として、このような工法は採用で
きなかったが、この発明のケーソン沈設工法において
は、ケーソン周辺の土は軟泥化しているので、断熱材が
破断することはない。In the conventional caisson laying method, when such a heat insulating material is attached to the outer wall portion of the caisson and then the caisson is laid, the heat insulating material is broken by friction between the heat insulating material and the surrounding soil. However, such a construction method could not be adopted, but in the caisson laying method of the present invention, since the soil around the caisson is softened, the heat insulating material does not break.
【0022】また、この発明においては、断熱材だけで
はなく、例えば、前記ケーソン壁体(4)の外部に水平
方向に浮力対抗壁を張り出させて沈下させることもでき
る。さらに、前記図4において、軟泥化中に固化材を注
入・混合攪拌し固化させることにより、止水層を容易に
造成できる。この発明のケーソン沈設工法においては、
ケーソンの沈設を終了後にケーソン内部の土砂の掘削を
一度期に行うので、効率の良い施工ができ、さらに、ケ
ーソンの側壁の厚さは常に強度上最適な厚さでよく、沈
下力を増大させるために強度上必要な厚さ以上に厚くす
る必要はない、などの付加的なメリットも存在する。In the present invention, not only the heat insulating material but also, for example, a buoyancy countermeasure wall can be protruded in the horizontal direction outside the caisson wall body (4) and settled down. Further, in FIG. 4, the solidification material is injected, mixed, stirred, and solidified during the softening, so that the water-stop layer can be easily formed. In the caisson laying method of the present invention,
Since the excavation of the caisson's soil is performed once after the caisson is laid, the construction can be performed efficiently, and the thickness of the caisson's side wall can always be the optimal thickness for strength, increasing the sinking force. Therefore, there is an additional advantage that the thickness does not need to be greater than the thickness required for strength.
【0023】さらに、この発明においては、例えば図7
(A)に例示したように、支力装置の一例としてスクリ
ュージャッキ(51)を用いることができ、そのスクリ
ュージャッキ(51)によるケーソン壁体(4)の支え
方として、例えばH鋼などの支柱(10)を水平に位置
させ、その支柱(10)とスクリュージャッキの稼働部
(52)とはボルトにより固定し、その支柱とケーソン
壁体とは、PC棒(11)などを介して、固定してもよ
い。Further, in the present invention, for example, FIG.
As exemplified in (A), a screw jack (51) can be used as an example of a supporting device, and a method of supporting the caisson wall (4) by the screw jack (51) is, for example, a column such as H steel. (10) is positioned horizontally, and its support (10) and the operating part (52) of the screw jack are fixed with bolts, and the support and caisson wall are fixed via a PC rod (11) or the like. May be.
【0024】そして、図7(B)に例示したように、ス
クリュージャッキ(51)を稼働させることにより、支
柱(10)を低下させて、ケーソン壁体(4)を軟泥化
壁体(2)内に沈設することができる。以下、実施例を
示し、さらに詳しくこの発明について説明する。Then, as illustrated in FIG. 7 (B), by operating the screw jack (51), the column (10) is lowered, and the caisson wall (4) is turned into the pulverized wall (2). Can be sunk in. Hereinafter, the present invention will be described in more detail with reference to Examples.
【0025】[0025]
【実施例】実施例1 この発明のケーソン沈設工法を、実際に茨城県つくば市
内の工事に用いた。ケーソンの形状は矩形であり、その
有効寸法は、4.1×12.0mであり、沈設深さは
3.2m、壁厚は0.25mであった。 EXAMPLE 1 The caisson laying method of the present invention was actually used for construction in Tsukuba City, Ibaraki Prefecture. The shape of the caisson was rectangular, its effective dimensions were 4.1 x 12.0 m, the sinking depth was 3.2 m and the wall thickness was 0.25 m.
【0026】地盤は関東ローム層(0〜2.7m)およ
び帯水砂層(2.7〜3.2m)であった。まずはじめ
に、ソイルセメントパイル機械でケーソンの周辺に直径
0.60mの軟泥化壁体の柱を造成した。その後、ケー
ソン壁体を複数のジャッキにより支えた。ジャッキはス
クリュージャッキで、形式J4A、要領20t/本、動
力4kW/台、速度は20〜50mm/分のものを用い
た。The ground was the Kanto loam layer (0 to 2.7 m) and the aquifer sand layer (2.7 to 3.2 m). First of all, a column of an ozonized wall having a diameter of 0.60 m was formed around a caisson using a soil cement pile machine. Later, the caisson wall was supported by multiple jacks. The jack was a screw jack having a type of J4A, a procedure of 20 t / piece, a power of 4 kW / unit, and a speed of 20 to 50 mm / min.
【0027】そのジャッキにより、ケーソン壁体の沈下
量を均等に制御しながら、ケーソン壁体を沈設させた。
このとき、ケーソン壁体は、対象地盤の硬軟条件の影響
や、ケーソンの重心と反力位置の不一致による影響など
を受けることなく、垂直にかつ容易に軟泥化壁体中に沈
設させることができた。実施例2 この発明のケーソン沈設工法において、対象土と泥水・
気泡材を混合・攪拌し軟泥化壁体をつくったとき、軟泥
化壁体の性状、すなわち、対象土が分離、沈降しない
か、さらに、軟泥化壁体の硬さはケーソンの沈設に問題
がないかを調べるために、室内予備試験を行った。The caisson wall was sunk by the jack while controlling the amount of settlement of the caisson wall evenly.
At this time, the caisson wall can be sunk vertically and easily into the ozonized wall without being affected by the hard and soft conditions of the target ground or by the mismatch between the center of gravity of the caisson and the reaction force position. Was. Embodiment 2 In the caisson laying method of the present invention, the target soil and muddy water
When mixing and agitating the foam material to form an ozonized wall, the properties of the ozonized wall, that is, whether the target soil does not separate and settle, and the hardness of the ozonized wall may cause problems in the sedimentation of caisson. A preliminary laboratory test was conducted to determine if any were found.
【0028】メスシリンダー中にて、現状土(対象土)
を5.0リットルと、泥水、気泡材液の混合液2.5リ
ットルを混合・攪拌し、ア)対象土が分離または沈降し
ないか、イ)軟泥化壁体の固さがケーソンの沈設に適し
ているかを調べた。現状土は砂質土および粘性土の2種
類を使用し、混合液は各土に対し、表1に例示したよう
に4種類を使用した。In the measuring cylinder, the current soil (target soil)
5.0 liters and 2.5 liters of a mixture of muddy water and foam material were mixed and stirred. A) The target soil did not separate or settle. Checked for suitability. As the present soil, two types of sandy soil and cohesive soil were used, and four types of mixed liquid were used for each soil as exemplified in Table 1.
【0029】[0029]
【表1】 [Table 1]
【0030】この表1において、ワップ液は高吸水ポリ
マーの一種であり、気泡材としてはパリックFA100
を用いた。その試験結果は表2に例示した通りであっ
た。表中の「固い」の意味は、対象土に沈降または分離
を生じたことを示し、すなわち、この場合、この軟泥化
壁体となる混合液はケーソンの沈設には適さない。In Table 1, the whip solution is a kind of superabsorbent polymer, and PALIC FA100 is used as a foam material.
Was used. The test results were as illustrated in Table 2. The meaning of "hard" in the table indicates that sedimentation or sedimentation occurred in the target soil, that is, in this case, the mixed solution that becomes the ozonized wall is not suitable for caisson settlement.
【0031】また、「良好」、「良」、「やや良」の意
味は、対象土に分離または沈降が生じず、かつ、対象土
がケーソンの沈降に適した柔らかさを保持していること
を示す。The terms “good”, “good”, and “somewhat good” mean that the target soil does not separate or settle, and that the target soil has a softness suitable for caisson settling. Is shown.
【0032】[0032]
【表2】 [Table 2]
【0033】この実験により、対象土が粘性土の場合に
は、ワップ液+気泡材、または、ベントナイト液+気泡
材が最適であり、対象土が砂質土の場合には、ワップ液
+気泡材が最適であった。実施例3 原位置で直径600mmの削孔混練機を使用し、深さ
3.2mの軟泥化した溝を3本を1組とし、2組造成し
た。According to this experiment, when the target soil is a viscous soil, the wap liquid + bubble material or the bentonite liquid + bubble material is optimal, and when the target soil is sandy soil, the wap liquid + bubble material is used. The material was optimal. Example 3 Two sets of three grooves having a depth of 3.2 m were made into one set using a drilling and kneading machine having a diameter of 600 mm at the original position.
【0034】その軟泥化溝構築のための混合液は、A)
高吸水性ポリマー+気泡材、B)ベントナイト+気泡材
とし、現状土1m3 当たりにそれらの混合液を0.4m
3 を混合・攪拌した。このA)の混合液の場合、高吸水
性ポリマーとして、ワップ液1,500kgを用い、気
泡材としてパリックFA100、3,300kgを用
い、これらを水250リットルに混合して混合液を作成
した。[0034] The mixed solution for constructing the oozing groove is A)
Superabsorbent polymer + bubble material, B) Bentonite + a bubble material, a mixture of them in current soil 1 m 3 per 0.4m
3 was mixed and stirred. In the case of the mixed solution of A), 1,500 kg of the Wap solution was used as the superabsorbent polymer, 3,300 kg of PALIC FA100 was used as the foam material, and these were mixed with 250 liters of water to prepare a mixed solution.
【0035】また、B)の混合液の場合、#250ベン
トナイト、0.400kg、気泡材としてのパリックF
A100、3,300kgを水250リットルに混合し
て混合液を作成した。現状土は土質調査の結果、表層1
mは盛上、それ以深はN値<5の締まっていない帯水し
た砂層であり、孔壁の安定の困難な土層と言える。In the case of the mixed solution of B), # 250 bentonite, 0.400 kg, Palic F as a foam material
A100 and 3,300 kg were mixed with 250 liters of water to prepare a mixed solution. As for the present soil, the surface layer 1
m is a raised layer, and the rest of the depth is an untightened aquifered sand layer having an N value of <5, which can be said to be a soil layer in which hole walls are difficult to stabilize.
【0036】掘削後7日の状態では、孔壁の崩壊は全く
見られず安定していた。また、直径16mmの異形鉄筋
(D−16)を貫入させたところ、各軟泥化壁体とも、
1.5〜2mは自沈をし、それ以深は軽く押すだけで貫
入した。このことより使用した混合液は、本発明の工法
に使用できるものであることが判明した。In the state 7 days after the excavation, collapse of the hole wall was not observed at all, and the hole wall was stable. In addition, when a deformed reinforcing bar (D-16) having a diameter of 16 mm was penetrated,
1.5 to 2 m was self-sinking, and after that, it penetrated only by pushing lightly. From this, it was found that the mixed solution used could be used in the method of the present invention.
【0037】[0037]
【発明の効果】以上詳しく述べた通り、この発明によ
り、対象地盤が硬すぎたり軟らかすぎるといった硬軟条
件が不適切な場合や、ケーソン平面形状が非対称な場合
でも、ケーソンを容易に沈設させることが可能となる。
さらに、地下室の構築が容易となり、安価にかつ良質の
地下室を提供することができる。As described above, according to the present invention, the caisson can be easily laid down even when the target ground is too hard or too soft, or the caisson plane shape is asymmetric. It becomes possible.
Further, the construction of the basement is facilitated, and a low-cost and high-quality basement can be provided.
【図1】この発明の施工手順としての軟泥化壁体(2)
の造成を例示した縦断面図と平面図である。FIG. 1 is a diagram showing an oozing wall as a construction procedure according to the present invention (2).
3A and 3B are a vertical cross-sectional view and a plan view illustrating the formation of the first embodiment.
【図2】施工手順としてのケーソン壁体(4)の地上で
の形成を例示した縦断面図である。FIG. 2 is a longitudinal sectional view illustrating the formation of a caisson wall (4) on the ground as a construction procedure.
【図3】ケーソン壁体(4)の軟泥化壁体(2)中への
沈下を例示した縦断面図である。FIG. 3 is a longitudinal sectional view illustrating the subsidence of the caisson wall (4) into the ozonized wall (2).
【図4】固化材の注入を例示した縦断面図である。FIG. 4 is a longitudinal sectional view illustrating the injection of a solidifying material.
【図5】掘削について例示した縦断面図である。FIG. 5 is a vertical cross-sectional view illustrating excavation.
【図6】底盤コンクリートの打設を例示した縦断面図で
ある。FIG. 6 is a vertical cross-sectional view illustrating the placing of bottom concrete.
【図7】(A)(B)はスクリュージャッキを用いた場
合の例を示した概略断面図である。FIGS. 7A and 7B are schematic cross-sectional views showing an example in which a screw jack is used.
1 対象地盤 2 軟泥化壁体 21 施工完了部分 22 施工未完了部分 3 超泥土施工機 4 ケーソン壁体 5 支力装置 51 スクリュージャッキ 52 スクリュージャッキの稼働部 6 グラウト管 7 固化材 8 掘削機 9 底盤コンクリート 10 支柱 11 PC棒 DESCRIPTION OF SYMBOLS 1 Target ground 2 Oozified wall 21 Construction completed part 22 Construction not completed part 3 Super mud soil construction machine 4 Caisson wall body 5 Support device 51 Screw jack 52 Screw jack operating part 6 Grout pipe 7 Solidified material 8 Excavator 9 Bottom Concrete 10 Prop 11 PC rod
Claims (9)
設工法において、地盤中のケーソン沈設部に、あらかじ
め、軟泥化した壁体を造成し、ケーソンを支力装置で支
え、ケーソンの沈下量を支力装置で制御しながら、ケー
ソンをその軟泥化した壁体中に沈下させることを特徴と
するケーソン沈設工法。In a caisson laying method for laying a caisson in the ground, a wall of softened mud is formed in advance in a caisson sunk portion of the ground, and the caisson is supported by a supporting device to support the sinking amount of the caisson. A caisson laying method characterized in that a caisson is sunk into its oozed wall while being controlled by a force device.
は泥水を、必要に応じて気泡材および/または高吸水性
ポリマーをも用いて混合攪拌して、軟泥化した壁体を造
成する請求項1のケーソン沈設工法。2. A softened muddy wall is prepared by mixing and stirring water or muddy water in advance in a caisson settling portion, if necessary, using a foam material and / or a superabsorbent polymer. Caisson laying method.
粘土も混合攪拌する請求項2のケーソン沈設工法。3. The caisson laying method according to claim 2, wherein soil and / or clay is mixed and stirred with water or muddy water.
厚さよりも厚くする請求項1ないし3のいずれかのケー
ソン沈設工法。4. The caisson laying method according to claim 1, wherein the thickness of the wall of the ointment is greater than the thickness of the caisson wall.
沈設工法において、天端より刃口まで貫通した貫通孔を
ケーソンにあらかじめ設け、ケーソン沈設の完了後に、
この貫通孔より固化材を注入し、ケーソン先端部を固化
させることを特徴とするケーソン沈設工法。5. The caisson laying method according to any one of claims 1 to 4, wherein a through hole penetrating from the top end to the cutting edge is provided in the caisson in advance, and after the caisson laying is completed,
A caisson laying method characterized by injecting a solidifying material from the through holes to solidify the caisson tip.
沈設工法において、天端より刃口まで貫通した貫通孔を
ケーソンにあらかじめ設け、ケーソン沈設の完了後に、
この貫通孔より止水材を軟泥化した壁体中に注入して攪
拌し、ケーソン外周部を固化させ、その外周部を止水層
化することを特徴とするケーソン沈設工法。6. The caisson laying method according to any one of claims 1 to 5, wherein a through hole penetrating from the top end to the cutting edge is provided in advance in the caisson, and after the caisson laying is completed,
A caisson laying method, wherein a water-stopping material is injected into the wall of the softened mud from the through hole and stirred to solidify the outer periphery of the caisson and to form a water-stop layer at the outer periphery.
沈設工法において、外壁に断熱材を取り付けたケーソン
を沈下させることを特徴とするケーソン沈設工法。7. The caisson laying method according to claim 1, wherein the caisson having a heat insulating material attached to an outer wall is sunk.
沈設工法において、壁体の外部に水平方向に浮力対抗壁
を張り出させたケーソンを沈下させることを特徴とする
ケーソン沈設工法。8. The caisson laying method according to claim 1, wherein a caisson having a buoyancy-protruding wall protruding horizontally in the outside of the wall is sunk.
沈設工法において、対象土が粘性土の場合には高吸水ポ
リマー液と気泡材の混合水液、またはベントナイト液と
気泡材との混合水液を、対象土が砂質土の場合には、高
吸水ポリマー液と気泡材との混合水液を混合攪拌して軟
泥化した壁体を造成することを特徴とするケーソン沈設
工法。9. The caisson laying method according to any one of claims 1 to 8, wherein, when the target soil is a viscous soil, a mixed water solution of a superabsorbent polymer liquid and a foam material, or a mixed water solution of a bentonite solution and a foam material. A caisson laying method characterized in that when the target soil is sandy soil, a mixed water solution of a superabsorbent polymer liquid and a foam material is mixed and stirred to form an ointment wall.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP04831498A JP4148554B2 (en) | 1998-02-27 | 1998-02-27 | Caisson installation method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP04831498A JP4148554B2 (en) | 1998-02-27 | 1998-02-27 | Caisson installation method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH11247200A true JPH11247200A (en) | 1999-09-14 |
JP4148554B2 JP4148554B2 (en) | 2008-09-10 |
Family
ID=12799963
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Application Number | Title | Priority Date | Filing Date |
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JP04831498A Expired - Lifetime JP4148554B2 (en) | 1998-02-27 | 1998-02-27 | Caisson installation method |
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JP (1) | JP4148554B2 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009002087A (en) * | 2007-06-22 | 2009-01-08 | Shimizu Corp | Open caisson construction method |
JP2012117209A (en) * | 2010-11-29 | 2012-06-21 | Kenji Machisuji | Caisson method and equipment for caisson method |
JP2015063669A (en) * | 2013-08-27 | 2015-04-09 | 有限会社マグマ | Composition for foundation digging/pouring material, foundation digging/pouring material, and operation method using the same |
-
1998
- 1998-02-27 JP JP04831498A patent/JP4148554B2/en not_active Expired - Lifetime
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009002087A (en) * | 2007-06-22 | 2009-01-08 | Shimizu Corp | Open caisson construction method |
JP2012117209A (en) * | 2010-11-29 | 2012-06-21 | Kenji Machisuji | Caisson method and equipment for caisson method |
JP2015063669A (en) * | 2013-08-27 | 2015-04-09 | 有限会社マグマ | Composition for foundation digging/pouring material, foundation digging/pouring material, and operation method using the same |
Also Published As
Publication number | Publication date |
---|---|
JP4148554B2 (en) | 2008-09-10 |
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