JP2013087603A - Immersion method for caisson - Google Patents

Immersion method for caisson Download PDF

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JP2013087603A
JP2013087603A JP2011232324A JP2011232324A JP2013087603A JP 2013087603 A JP2013087603 A JP 2013087603A JP 2011232324 A JP2011232324 A JP 2011232324A JP 2011232324 A JP2011232324 A JP 2011232324A JP 2013087603 A JP2013087603 A JP 2013087603A
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caisson
filler
konjac
grout material
ground
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Yoshihiro Koizumi
善弘 小泉
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Fukuda Corp
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Fukuda Corp
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Abstract

PROBLEM TO BE SOLVED: To provide an immersion method for caisson with extremely excellent workability that cannot only reduce peripheral surface friction, but also bring a caisson into contact with a foundation as before without the need to completely replace a skid with a cured material, and can exhibit peripheral surface frictional force equal to or larger than that of the current foundation.SOLUTION: There is provided the immersion method for caisson that immerses a caisson 1 in a foundation 2, the method includes making the caisson 1 sink while injecting a konjak-like filler between the foundation 2 and caisson 1 using an injection pipe 4; then injecting a grout material from the injection pipe 4 and mixing it with the konjak-like filler; and bringing a mixture 3 of the konjak-like filler and the grout material, the caisson 1, and the foundation 2 into contact with one another.

Description

本発明は、ケーソンの沈設方法に関するものである。   The present invention relates to a caisson setting method.

構造物の基礎の1つとしてケーソン基礎が知られている。ケーソン基礎は、函体(ケーソン)を地上で作製し、その底部の土を掘削しながら沈設させることで構築される。   The caisson foundation is known as one of the foundations of the structure. The caisson foundation is constructed by making a box (caisson) on the ground and sinking it while excavating the soil at the bottom.

ところで、ケーソンを沈下させる際、ケーソン外周と土(地盤)との摩擦力により、十分な深さまで沈下しない可能性があるため、この摩擦を低減するための摩擦低減方法が種々提案されている。   By the way, when sinking the caisson, there is a possibility that it will not sink to a sufficient depth due to the frictional force between the caisson outer periphery and the soil (ground), and various friction reducing methods for reducing this friction have been proposed.

例えば、従来の摩擦低減方法としては、ケーソンの外周面と地盤との間にベントナイトスラリー等の滑材を注入する方法が知られているが、これらの滑材を用いた場合にはケーソン沈下後、基礎の安定性を確保するため、ケーソンとの密着性に優れた硬化材に置換する必要がある(特許文献1等参照)。   For example, as a conventional friction reducing method, a method of injecting a lubricant such as bentonite slurry between the outer peripheral surface of the caisson and the ground is known, but when these lubricants are used, after the caisson sinks In order to ensure the stability of the foundation, it is necessary to replace the cured material with excellent adhesion to the caisson (see Patent Document 1).

特開平8−158378号公報JP-A-8-158378

本発明は、上述のような現状に鑑み、従来同様に周面摩擦を低減できるのは勿論、滑材を完全に硬化材に置換する必要なくケーソンと地盤とを密着することができ、現地盤と同等以上の周面摩擦力を発揮させることができる極めて施工性に秀れたケーソンの沈設方法を提供するものである。   In view of the present situation as described above, the present invention can reduce the friction on the peripheral surface as in the prior art, as well as allow the caisson and the ground to be in close contact with each other without having to completely replace the lubricant with the hardened material. It is intended to provide a caisson laying method that is capable of exerting a peripheral frictional force equivalent to or better than that of the present invention and has excellent workability.

添付図面を参照して本発明の要旨を説明する。   The gist of the present invention will be described with reference to the accompanying drawings.

ケーソン1を地盤2に沈設するケーソンの沈設方法であって、こんにゃく状充填材を注入管4を用いて前記地盤2と前記ケーソン1との間に注入しながら前記ケーソン1を沈下せしめた後、前記注入管4からグラウト材を注入して前記こんにゃく状充填材と前記グラウト材とを混合せしめ、このこんにゃく状充填材と前記グラウト材との混合物3、前記ケーソン1及び前記地盤2を密着させることを特徴とするケーソンの沈設方法に係るものである。   A caisson settling method for sinking the caisson 1 to the ground 2, after the caisson 1 is submerged while injecting the konjac filler between the ground 2 and the caisson 1 using the injection pipe 4, Injecting a grout material from the injection tube 4 to mix the konjac filler and the grout material, and bringing the mixture 3 of the konjac filler and the grout material, the caisson 1 and the ground 2 into close contact. This relates to a caisson laying method characterized by the above.

また、請求項1記載のケーソンの沈設方法において、前記ケーソン1の周壁面には有機ポリマーから成るコーティング材が塗布されていることを特徴とするケーソンの沈設方法に係るものである。   2. The caisson settling method according to claim 1, wherein a coating material made of an organic polymer is applied to the peripheral wall surface of the caisson 1.

また、請求項1,2いずれか1項に記載のケーソンの沈設方法において、前記グラウト材はセメントミルクであることを特徴とするケーソンの沈設方法に係るものである。   The caisson settling method according to any one of claims 1 and 2, wherein the grout material is cement milk.

また、請求項1〜3いずれか1項に記載のケーソンの沈設方法において、前記こんにゃく状充填材は有機ポリマーから成ることを特徴とするケーソンの沈設方法に係るものである。   The caisson deposition method according to any one of claims 1 to 3, wherein the konjac filler is made of an organic polymer.

また、請求項1〜4いずれか1項に記載のケーソンの沈設方法において、前記グラウト材を前記こんにゃく状充填材と等量若しくはそれ以上混合することを特徴とするケーソンの沈設方法に係るものである。   Further, in the caisson settling method according to any one of claims 1 to 4, the caisson settling method is characterized in that the grout material is mixed with the konjac-like filler in an equal amount or more. is there.

本発明は上述のようにするから、従来同様に周面摩擦を低減できるのは勿論、滑材を完全に硬化材に置換する必要なくケーソンと地盤とを密着することができ、現地盤と同等以上の周面摩擦力を発揮させることができる極めて施工性に秀れたケーソンの沈設方法となる。   Since the present invention is as described above, the peripheral friction can be reduced as in the conventional case, and the caisson and the ground can be brought into close contact with each other without having to completely replace the lubricant with the hardened material. It is a caisson laying method that can exhibit the above-described peripheral frictional force and has excellent workability.

本実施例の概略説明断面図である。It is a schematic explanatory sectional drawing of a present Example.

好適と考える本発明の実施形態を、図面に基づいて本発明の作用を示して簡単に説明する。   An embodiment of the present invention which is considered to be suitable will be briefly described with reference to the drawings showing the operation of the present invention.

ケーソン1を、こんにゃく状充填材を地盤2とケーソン1の周壁面との間に注入しながら沈下せしめた後、こんにゃく状充填材を注入する際に用いた注入管4からグラウト材を注入し、こんにゃく状充填材とグラウト材とを混合せしめ、このこんにゃく状充填材とグラウト材との混合物3と、ケーソン1及び地盤2とを密着させる。   After caisson 1 was sunk while injecting konjac filler between ground 2 and the peripheral wall surface of caisson 1, grout material was injected from injection tube 4 used when injecting konjac filler. The konjac filler and the grout material are mixed, and the mixture 3 of the konjac filler and the grout material, the caisson 1 and the ground 2 are brought into close contact with each other.

この際、ケーソン1の外周面と地盤2との間の摩擦がこんにゃく状充填材により低減されるから、ケーソン1を必要な深さまで容易に沈下させることができる。   At this time, since the friction between the outer peripheral surface of the caisson 1 and the ground 2 is reduced by the konjac filler, the caisson 1 can be easily sunk to the required depth.

また、こんにゃく状充填材を全て置換するのではなく、こんにゃく状充填材と同じ注入管4からセメントミルク等のグラウト材を注入し、こんにゃく状充填材とグラウト材とを混合せしめることで、こんにゃく状充填材の摩擦低減効果を減少させ(若しくは失わせ)、十分な摩擦力を発揮する前記混合物3と、ケーソン1及び地盤2とを確実に密着させ、現地盤と同等以上の周面摩擦力を発揮させることができ、よって、安定的なケーソン基礎を構築することが可能となる。   Also, instead of replacing all the konjac filler, a grout material such as cement milk is injected from the same injection tube 4 as the konjac filler, and the konjac filler and the grout material are mixed to form a konjac shape. The friction reducing effect of the filler is reduced (or lost), and the mixture 3 that exhibits sufficient frictional force, the caisson 1 and the ground 2 are securely brought into contact with each other, and the peripheral frictional force is equal to or greater than that of the local board. Therefore, it is possible to construct a stable caisson foundation.

本発明の具体的な実施例について図面に基づいて説明する。   Specific embodiments of the present invention will be described with reference to the drawings.

本実施例は、ケーソン1を地盤2に沈設するケーソンの沈設方法であって、こんにゃく状充填材を注入管4を用いて前記地盤2と前記ケーソン1との間に注入しながら前記ケーソン1を沈下せしめた後、前記注入管4からグラウト材を注入して前記こんにゃく状充填材と前記グラウト材とを混合せしめ、このこんにゃく状充填材と前記グラウト材との混合物3、前記ケーソン1及び前記地盤2を密着させるものである。   The present embodiment is a caisson setting method in which the caisson 1 is set on the ground 2, and the caisson 1 is injected while injecting the konjac filler between the ground 2 and the caisson 1 using the injection pipe 4. After sinking, a grout material is injected from the injection tube 4 to mix the konjac filler and the grout material, and the mixture 3 of the konjac filler and the grout material 3, the caisson 1 and the ground 2 is closely attached.

本実施例は、例えば図1に図示したように、排出口がケーソン周面側に向けられたこんにゃく状充填材及びグラウト材注入用の注入管4と、排出口が地盤底面側に向けられたブロー用のブローパイプ管5及び地盤底面とケーソン底部との間にコンクリートを打設するための打設管6とを備えたケーソン1を沈設(埋設)するものである。注入管4は、その排出口がケーソン1の周方向及び軸方向に所定間隔で複数配設するように設けている。なお、各管はケーソン1の大きさ等により適宜必要な本数を適宜な間隔で設ける。図中符号7は、充填材及びグラウト材を注入するポンプである。   In this embodiment, for example, as shown in FIG. 1, the injection port 4 for injecting the konjac filler and grout material with the discharge port directed toward the caisson circumferential surface side, and the discharge port directed toward the ground bottom surface side. The caisson 1 including the blow pipe pipe 5 for blow and the placing pipe 6 for placing concrete between the bottom of the ground and the bottom of the caisson is laid (embedded). The injection pipe 4 is provided such that a plurality of discharge ports are arranged at predetermined intervals in the circumferential direction and the axial direction of the caisson 1. Each tube is provided with a necessary number at appropriate intervals depending on the size of the caisson 1 and the like. The code | symbol 7 is a pump which inject | pours a filler and grout material.

また、本実施例のこんにゃく状充填材(ゲル状充填材)は有機ポリマーから成るもので、例えば、有機高分子を主材とするポリマーに無機系のゲル化剤を加えることによりゲル化させて形成されるこんにゃく状の物質を採用できる。   In addition, the konjac filler (gel filler) of this example is made of an organic polymer, and for example, it is gelled by adding an inorganic gelling agent to a polymer mainly composed of an organic polymer. The formed konjac material can be employed.

このようなこんにゃく状の物質を形成するための前記ポリマーとしては、マンノース残基を分子内に含む水溶性高分子、好ましくは、例えば、植物性粘質物等の水溶性高分子を用いることができる。この水溶性高分子の水溶液に、必要に応じてホウ酸等の添加剤を添加したものに、ゲル化剤を加えることによって、容易にこんにゃく状の物質とすることができる。なお、無機系のゲル化剤としては、例えば、水酸化ナトリウム、消石灰、炭酸ナトリウム等を採用できる。   As the polymer for forming such a konjac-like substance, a water-soluble polymer containing a mannose residue in the molecule, preferably, for example, a water-soluble polymer such as plant mucilage can be used. . By adding a gelling agent to an aqueous solution of this water-soluble polymer with additives such as boric acid added as necessary, it can be easily made into a konjac-like substance. In addition, as an inorganic type gelatinizer, sodium hydroxide, slaked lime, sodium carbonate, etc. are employable, for example.

また、好ましい水溶性高分子である植物性粘質物としては、グワガム若しくはその変成品、ローストビーンガムまたはガラクトマンノース重合体を主成分とする天然高分子等をそれぞれ単独若しくは併用できる。これらの植物性粘質物は、ゲル化剤としての水酸化ナトリウム、消石灰、炭酸ナトリウムなどのアルカリ性物質や、解ゲル剤としての硫酸バンド、塩化アルミニウム、希硫酸、希塩酸などの酸性物質による粘度の管理が容易であり、また、取り扱いも容易である。本実施例においては、こんにゃく状充填材のpHは7.0±0.5程度(中性)に設定する。   Moreover, as a vegetable mucilage which is a preferable water-soluble polymer, guagamum or a modified product thereof, a roast bean gum or a natural polymer mainly composed of a galactomannose polymer can be used alone or in combination. These vegetable mucilages are controlled by alkaline substances such as sodium hydroxide, slaked lime and sodium carbonate as gelling agents, and acidic substances such as sulfate bands, aluminum chloride, dilute sulfuric acid and dilute hydrochloric acid as degelling agents. And easy to handle. In this example, the pH of the konjac filler is set to about 7.0 ± 0.5 (neutral).

本実施例においては、ケーソンの周壁面には公知の有機ポリマー(中性)から成るコーティング材(マニキュア材)が塗布されている。このマニキュア材とこんにゃく状充填材とを併用することで、極めて優れた摩擦低減効果が発揮される。   In this embodiment, a coating material (manicure material) made of a known organic polymer (neutral) is applied to the peripheral wall surface of the caisson. By using this nail polish material and konjac filler together, an extremely excellent friction reducing effect is exhibited.

また、本実施例では、グラウト材としてセメントミルク(セメントと水とを練り混ぜてできたミルク状のもの)が採用されている。セメントと水の配合量は、地盤の種類や柔らかさ等に応じて適宜設定する。   In this embodiment, cement milk (milk-like product made by mixing cement and water) is used as the grout material. The blending amount of cement and water is appropriately set according to the kind of ground and softness.

また、グラウト材はこんにゃく状充填材と等量若しくはそれ以上混合する(体積比)。本実施例においては、こんにゃく状充填材とグラウト材とを1:1の割合で混合している。グラウト材の注入量が少ない場合、こんにゃく状充填材の摩擦低減効果を十分に減少させることができないため、少なくとも上記割合以上となるようにグラウト材を注入して混合するのが好ましい。なお、こんにゃく状充填材と同じ注入管4を用いてセメントミルクを注入することで、特に撹拌等を行わずとも両者は適宜混合される。   In addition, the grout material is mixed with the konjac filler in the same amount or more (volume ratio). In this embodiment, the konjac filler and the grout material are mixed at a ratio of 1: 1. When the amount of the grout material injected is small, the friction reducing effect of the konjac filler cannot be sufficiently reduced. Therefore, it is preferable to inject and mix the grout material so as to be at least the above ratio. In addition, by injecting cement milk using the same injection tube 4 as the konjac-like filler, both are appropriately mixed without any particular stirring or the like.

また、各種の実験から、本実施例に係るこんにゃく状充填材は、従来のベントナイトに比し、低拘束圧下で地盤に浸透しにくく有利であり、また、初期の摩擦低減効果に優れ、低拘束圧の砂地盤に対し持続力に優れるという特徴を有していることがわかった、また、マニキュア材はこんにゃく状充填材と併用することで、摩擦低減効果を高めることがわかった。また、こんにゃく状充填材にグラウト材を混入することで、滑材を用いない場合より高い強度まで回復する(摩擦力が回復する)ことがわかった。   Also, from various experiments, the konjac filler according to this example is advantageous compared to the conventional bentonite, which is less likely to penetrate into the ground under a low restraint pressure, and is excellent in the initial friction reduction effect and low restraint. It was found that the sandy ground of the pressure has the characteristics of excellent sustainability, and that the nail polish is used in combination with the konjac filler to enhance the friction reduction effect. Further, it was found that by mixing the grout material into the konjac filler, the strength was recovered (friction force was recovered) to a higher level than when no lubricant was used.

本実施例は上述のようにするから、ケーソン1を沈下せしめる際、ケーソン1の外周面と地盤2との間の摩擦がこんにゃく状充填材により低減されることで、ケーソン1を必要な深さまで容易に沈下させることができる。   Since the present embodiment is as described above, when the caisson 1 is sunk, the friction between the outer peripheral surface of the caisson 1 and the ground 2 is reduced by the konjac filler, so that the caisson 1 is brought to a necessary depth. Can be easily sunk.

また、こんにゃく状充填材を全て置換するのではなく、こんにゃく状充填材と同じ注入管4からセメントミルクを注入し、こんにゃく状充填材とセメントミルクとを混合せしめることで、こんにゃく状充填材の摩擦低減効果を減少させ(失わせ)、十分な摩擦力を発揮可能なこんにゃく状充填材とセメントミルクとの混合物3と、ケーソン1及び地盤2とを確実に密着させて安定的なケーソン基礎を構築することが可能となる。   Also, instead of replacing all the konjac filler, cement milk is injected from the same injection tube 4 as the konjac filler, and the konjac filler and the cement milk are mixed together, whereby the friction of the konjac filler is mixed. Construct a stable caisson foundation by ensuring that the mixture 3 of konjac-like filler and cement milk that can exert sufficient frictional force is reduced (lost) and caisson 1 and ground 2 are in close contact with each other. It becomes possible to do.

よって、本実施例は、従来同様に周面摩擦を低減できるのは勿論、滑材を完全に硬化材に置換する必要なくケーソンと地盤とを密着することが可能な、特に砂地盤における施工性に極めて秀れたケーソンの沈設方法となる。   Therefore, the present embodiment can reduce the friction on the peripheral surface as in the conventional case, and also allows the caisson and the ground to be in close contact with each other without having to completely replace the lubricant with the hardened material. This is an excellent method for laying caisson.

1 ケーソン
2 地盤
3 混合物
4 注入管
1 Caisson 2 Ground 3 Mixture 4 Injection pipe

Claims (5)

ケーソンを地盤に沈設するケーソンの沈設方法であって、こんにゃく状充填材を注入管を用いて前記地盤と前記ケーソンとの間に注入しながら前記ケーソンを沈下せしめた後、前記注入管からグラウト材を注入して前記こんにゃく状充填材と前記グラウト材とを混合せしめ、このこんにゃく状充填材と前記グラウト材との混合物、前記ケーソン及び前記地盤を密着させることを特徴とするケーソンの沈設方法。   A caisson settling method in which a caisson is set in the ground, the konjac filler being poured between the ground and the caisson using an injection pipe, the caisson being submerged, and then a grout material from the injection pipe The konjac filler is mixed with the grout material, and the mixture of the konjac filler and the grout material, the caisson and the ground are brought into close contact with each other. 請求項1記載のケーソンの沈設方法において、前記ケーソンの周壁面には有機ポリマーから成るコーティング材が塗布されていることを特徴とするケーソンの沈設方法。   2. The caisson deposition method according to claim 1, wherein a coating material made of an organic polymer is applied to a peripheral wall surface of the caisson. 請求項1,2いずれか1項に記載のケーソンの沈設方法において、前記グラウト材はセメントミルクであることを特徴とするケーソンの沈設方法。   5. The caisson settling method according to claim 1, wherein the grout material is cement milk. 請求項1〜3いずれか1項に記載のケーソンの沈設方法において、前記こんにゃく状充填材は有機ポリマーから成ることを特徴とするケーソンの沈設方法。   4. The caisson settling method according to claim 1, wherein the konjac filler is made of an organic polymer. 請求項1〜4いずれか1項に記載のケーソンの沈設方法において、前記グラウト材を前記こんにゃく状充填材と等量若しくはそれ以上混合することを特徴とするケーソンの沈設方法。   5. The caisson deposition method according to claim 1, wherein the grout material is mixed in an equal amount or more with the konjac filler.
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Cited By (3)

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Publication number Priority date Publication date Assignee Title
CN105386451A (en) * 2015-10-16 2016-03-09 上海市基础工程集团有限公司 Grouting device for preventing secondary sinking of open caisson
JP2018150761A (en) * 2017-03-14 2018-09-27 清水建設株式会社 Restriction structure for co-sinking, and method for settling caisson
JP2020148031A (en) * 2019-03-14 2020-09-17 前田建設工業株式会社 Grout method for caisson skeleton submergence

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JPH01315529A (en) * 1988-06-14 1989-12-20 Ohbayashi Corp Caisson method
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JPH09268045A (en) * 1996-04-04 1997-10-14 Shin Etsu Chem Co Ltd Fluid composition for non-cut tunneling method (shielding process or the like)
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JP2001226979A (en) * 2000-02-16 2001-08-24 Nippon Kokan Light Steel Kk Underground immersion body with reduced friction
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JPS58106022A (en) * 1981-11-12 1983-06-24 Kajima Corp Reduction of peripheral friction of caisson being settled
JPH01315529A (en) * 1988-06-14 1989-12-20 Ohbayashi Corp Caisson method
JPH05132949A (en) * 1991-11-08 1993-05-28 Ohbayashi Corp Caisson settlement method
JPH05247946A (en) * 1992-03-02 1993-09-24 Toda Constr Co Ltd Settlement of caisson
JPH07331234A (en) * 1994-06-03 1995-12-19 Terunaito:Kk Consolidation type lubricant
JPH08158378A (en) * 1994-12-06 1996-06-18 Taisei Corp Sinking method of caisson
JPH09268045A (en) * 1996-04-04 1997-10-14 Shin Etsu Chem Co Ltd Fluid composition for non-cut tunneling method (shielding process or the like)
JPH10306455A (en) * 1997-04-28 1998-11-17 Taisei Corp Accelerating agent and method for settlement of caisson
JP2001226979A (en) * 2000-02-16 2001-08-24 Nippon Kokan Light Steel Kk Underground immersion body with reduced friction
JP2002060772A (en) * 2000-08-11 2002-02-26 Nippon Shokubai Co Ltd Coating material for reducing friction for caisson method or jacking method, and caisson method or jacking method by utilizing the same

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105386451A (en) * 2015-10-16 2016-03-09 上海市基础工程集团有限公司 Grouting device for preventing secondary sinking of open caisson
JP2018150761A (en) * 2017-03-14 2018-09-27 清水建設株式会社 Restriction structure for co-sinking, and method for settling caisson
JP2020148031A (en) * 2019-03-14 2020-09-17 前田建設工業株式会社 Grout method for caisson skeleton submergence
JP7245680B2 (en) 2019-03-14 2023-03-24 前田建設工業株式会社 Grouting method in caisson frame setting

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