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JPS5948254B2 - Method for reducing circumferential friction when sinking a caisson - Google Patents
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JPS5948254B2 - Method for reducing circumferential friction when sinking a caisson - Google Patents

Method for reducing circumferential friction when sinking a caisson

Info

Publication number
JPS5948254B2
JPS5948254B2 JP18041481A JP18041481A JPS5948254B2 JP S5948254 B2 JPS5948254 B2 JP S5948254B2 JP 18041481 A JP18041481 A JP 18041481A JP 18041481 A JP18041481 A JP 18041481A JP S5948254 B2 JPS5948254 B2 JP S5948254B2
Authority
JP
Japan
Prior art keywords
caisson
sinking
water
slurry
injected
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.)
Expired
Application number
JP18041481A
Other languages
Japanese (ja)
Other versions
JPS58106022A (en
Inventor
孝夫 長井
裕 阿部
剛一 鬼木
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kajima Corp
Original Assignee
Kajima Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Kajima Corp filed Critical Kajima Corp
Priority to JP18041481A priority Critical patent/JPS5948254B2/en
Publication of JPS58106022A publication Critical patent/JPS58106022A/en
Publication of JPS5948254B2 publication Critical patent/JPS5948254B2/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D23/00Caissons; Construction or placing of caissons
    • E02D23/08Lowering or sinking caissons
    • E02D23/14Decreasing the skin friction while lowering

Landscapes

  • Engineering & Computer Science (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)
  • Structural Engineering (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Description

【発明の詳細な説明】 本発明は、ケーソンの沈設時における周面摩擦低減方法
に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for reducing circumferential friction during sinking of a caisson.

ケーソンは、予め地上に構築した鉄筋コンクリートを主
体とする構築物を、その底部の土を掘り取って、自重ま
たは荷重を利用して所定の地層まで沈下させ、底部にコ
ンクリートを打設して設置するものであるケーソンが沈
下する条件は、一般に次式を満足していなければならな
い。
A caisson is a structure mainly made of reinforced concrete that has been built on the ground in advance, and is installed by digging out the soil at the bottom, sinking it to a specified stratum using its own weight or load, and pouring concrete at the bottom. In general, the conditions for a caisson to sink must satisfy the following equation.

Wc+Ww>UfF 十Q ここに、WC:ケーソン躯体重量(1) WW:ケーソン沈下時に載荷する沈下荷 重(1) U :ケーソン躯体に働く浮力(1) F :ケーソン周面摩擦抵抗力(1) Q :ケーソン刃先抵抗力(1) ケーソンを安全かつ確実に支持地盤まで沈下させるため
には、限られた自重に対して前記の式より明らかなよう
に、ケーソン刃先の先端抵抗力を減らすか、周面摩擦抵
抗力を減らすから、あるいは浮力を減らす(水替えをし
てケーソン内の水位を下げる)かのいずれかである。
Wc+Ww>UfF 10Q Where, WC: Caisson body weight (1) WW: Sinking load applied when the caisson sinks (1) U: Buoyant force acting on the caisson body (1) F: Caisson peripheral frictional resistance force (1) Q : Caisson cutting edge resistance force (1) In order to safely and reliably sink the caisson to the supporting ground, it is necessary to reduce the tip resistance force of the caisson cutting edge, or to Either by reducing surface friction resistance or by reducing buoyancy (lowering the water level in the caisson by changing the water).

一般に、ケーソンの沈下刃を増すための荷重載荷および
水替えは比較的安易な方法であるが、前者は掘削能率を
著しく低下し、後者はクイックサンドやヒービングの原
因となるので、好ましい方法とは言えない。
In general, loading a caisson with a load and changing water are relatively easy methods to increase the sinking edge of a caisson, but the former significantly reduces excavation efficiency, and the latter causes quick sanding and heaving, so it is not the preferred method. I can not say.

したがって、ケニソンの外壁面を平滑に作ることや、で
きる限り鉛直に沈下させて摩擦抵抗の減少をはかること
はもちろんのこと、強制的に摩擦抵抗力を減少させるこ
とが非常に有効となり実施に際し種々の装置や方法が用
いられている。
Therefore, it is very effective not only to make the outer wall surface of Kennison smooth and to make it sink as vertically as possible to reduce the frictional resistance, but also to forcefully reduce the frictional resistance. equipment and methods are used.

しはし、従来用いられている送気式、送水式、塗布式、
シート式、発破法などの方法では必らずしも充分な効果
が発揮されていない。
Traditionally used air supply type, water supply type, application type,
Methods such as sheet type and blasting methods do not always have sufficient effects.

たとえば、送気式や送水式は、粘土やシルトなとの細粒
土の地盤では比較的効果があるものの、砂地盤に対する
効果はあまり期待できない。
For example, air supply type and water supply type are relatively effective on fine-grained soil such as clay or silt, but cannot be expected to be very effective on sandy soil.

また、塗布式やシート式では、ケーソンが急性したとき
に膜が壊われ、その後効果がなくなり、また発破法では
、構築の損傷を招く恐れがあるなどの欠陥がある。
In addition, the coating and sheet methods have the disadvantage that the membrane is destroyed when the caisson is damaged, and they are no longer effective, and the blasting method may cause damage to the structure.

本発明者は、従来技術の欠陥を解消すべく鋭意研究の結
果、きわめて優れたケーソン周面摩擦の低減方法を提供
するに至った。
As a result of intensive research aimed at eliminating the deficiencies of the prior art, the present inventor has come to provide an extremely excellent method for reducing friction on the caisson peripheral surface.

すなわち、高吸水性樹脂を液類で分散したスラリーをケ
ーソンの外壁面に注入した後、そのスラリーが注入され
たケーソンの外壁面に圧力水を噴射することにより、ケ
ーソンの周面摩擦抵抗力を大幅に低減できることを見い
出した。
In other words, after injecting a slurry in which a superabsorbent resin is dispersed into a liquid into the outer wall of the caisson, pressurized water is injected onto the outer wall of the caisson into which the slurry has been injected, thereby reducing the frictional resistance on the circumferential surface of the caisson. We have found that it can be significantly reduced.

さらに、吸水し膨潤したゲルは水に不溶で安定している
ため、一度注入すれば長期間潤滑材としての効果があり
安定した沈設が可能となる。
Furthermore, since the gel that absorbs water and swells is insoluble in water and stable, once it is injected, it acts as a lubricant for a long period of time, allowing stable deposition.

なお、ケーソン沈設終了後はCaCl2水溶液等を注入
することにより、ゲルを消滅させることもできる。
Incidentally, after the caisson has been deposited, the gel can be made to disappear by injecting an aqueous CaCl2 solution or the like.

本発明に使用する高吸水性樹脂とは、水を吸収して数百
倍から二千倍近くに膨潤するものをいい、たとえば 澱粉−アクリロニトリルまたは澱粉−メタクリレートグ
ラフト共重合体部分加水分解物:ポリアクリロニトリル
やビニルエステル−エチレン系不飽和カルボン酸共重合
体の部分加水分解物:スルフォン化スチレン等親水基を
填大したオレフィン系ポリマー:ポリエチレンオキサイ
ド:ポリビニルアルコール:ポリビニルピロリドン:ポ
リアクリル酸ソーダ:ポリアクリルアミド:カルボキシ
メチルセルロース:ポリアクリル酸ソーダーポリアクリ
ルアミド共重合体ニブルラン等水溶性高分子化合物の放
射線照射物やメチレンビスアクリルアミド:ジクロール
酢酸:エピクロールビドリフ:アルデヒド類等架橋物に
よる架橋物:親水基の一部を親油基で置換したちの:イ
ソブチレンと無水マレイン酸との共重合v0:ポリアク
リル酸塩の架橋物 などが挙げられる。
The superabsorbent resin used in the present invention refers to one that absorbs water and swells from several hundred times to nearly 2,000 times, such as starch-acrylonitrile or starch-methacrylate graft copolymer partial hydrolyzate: poly Partial hydrolysates of acrylonitrile and vinyl ester-ethylenically unsaturated carboxylic acid copolymers: Olefinic polymers loaded with hydrophilic groups such as sulfonated styrene: Polyethylene oxide: Polyvinyl alcohol: Polyvinylpyrrolidone: Sodium polyacrylate: Polyacrylamide : Carboxymethyl cellulose: Polyacrylic acid, polyacrylamide copolymer, niblurane, etc., water-soluble polymer compounds irradiated with radiation, methylene bisacrylamide: dichloroacetic acid: epichlorhydrif: aldehydes, etc. Crosslinked products: Hydrophilic groups Copolymerization products of isobutylene and maleic anhydride v0: crosslinked polyacrylates in which some portions are substituted with lipophilic groups can be mentioned.

ところで、高吸水性樹脂を潤滑材として用いる場合、吸
水量が少ない(まだ吸水力が残っている状態)方が保水
力が大きく摩擦低減効果も大きい。
By the way, when a super absorbent resin is used as a lubricant, the smaller the water absorption amount (the state in which water absorption power still remains), the greater the water retention capacity and the greater the friction reduction effect.

しかしながら、吸水量が少ないと見かけ粘度が大きいた
め注入は困難となる。
However, if the amount of water absorbed is small, the apparent viscosity is large, making injection difficult.

そこで、樹脂の粉末を液類で分散してスラリー状とする
ことにより、管内輸送およびケーソン外壁と地盤との間
隙への注入が容易となる。
Therefore, by dispersing the resin powder with a liquid to form a slurry, it becomes easier to transport it within the pipe and to inject it into the gap between the outer wall of the caisson and the ground.

このスラリーを注入した後、圧力水を噴射すれば、外壁
面に膨潤ゲルの層が形成されるためいかなる地盤に対し
ても優れた摩擦低減効果が発揮される。
After injecting this slurry, if pressurized water is injected, a layer of swelling gel will be formed on the outer wall surface, which will have an excellent friction reduction effect on any ground.

その結果、ケーソンの沈設が安全かつ能率的に施行でき
るため、工期短縮および経費節減が可能となる。
As a result, the caissons can be sunk safely and efficiently, making it possible to shorten the construction period and cut costs.

第1図はケーソン沈設時の断面を示し、ケーソンの構築
1にスラリー注入口2、圧力水噴射口3を上下に並べて
設置する。
Figure 1 shows a cross section of the caisson when it is sunk, and a slurry injection port 2 and a pressure water injection port 3 are installed vertically in the caisson construction 1.

その他の点については従来のケーソンと格別相違する点
がないので詳細は省略する。
In other respects, there is no particular difference from the conventional caisson, so details will be omitted.

今、ケーソン躯体1の沈下が進まなくなった時、ケーソ
ン躯体1と地盤4との周面摩擦抵抗の低減をはかるため
、ケーソン躯体1の外壁面5に注入口2より高吸水性樹
脂を油類で分散したスラリーを注入し、次に噴射口3よ
り圧力水を噴射させる。
Now, when the caisson frame 1 has stopped sinking, in order to reduce the frictional resistance on the circumferential surface between the caisson frame 1 and the ground 4, a super absorbent resin is injected with oil from the injection port 2 onto the outer wall surface 5 of the caisson frame 1. The dispersed slurry is injected, and then pressurized water is injected from the injection port 3.

この噴射口3より噴射する圧力水としては高吸水性樹脂
との水分散液を用いることができる。
As the pressure water to be injected from the injection port 3, an aqueous dispersion of a super absorbent resin can be used.

また場合によっては注入口2と噴射口3とを共通とし、
同時に高吸水性樹脂の水分散液を噴射注入することもで
きる。
In some cases, the injection port 2 and the injection port 3 may be made common,
At the same time, an aqueous dispersion of super absorbent resin can also be injected.

注入口2より注入したスラリーは、圧力水の噴射により
外壁面5に拡散され、吸水して不溶の粒状のゲルとなり
、ケーソン躯体1と地盤4との間′5にゲルの層を形成
する。
The slurry injected from the injection port 2 is diffused on the outer wall surface 5 by the jet of pressurized water, absorbs water and becomes an insoluble granular gel, and forms a gel layer '5 between the caisson frame 1 and the ground 4.

このため、ケーソン躯体1と地盤4との間に生じていた
周面摩擦力は大幅に低減し、ケーソンの沈設を促進する
ことができる。
Therefore, the circumferential frictional force generated between the caisson frame 1 and the ground 4 is significantly reduced, and the sinking of the caisson can be promoted.

第2図にスラリーの注入装置の一例を示す。FIG. 2 shows an example of a slurry injection device.

注入容器6内にスラリーを入れ、ホース8を第1図の注
叉口2に連結し、コンプレッサー7からの圧さく空気に
よってスラリーをケーソン外壁面5に注入する。
The slurry is put into the injection container 6, the hose 8 is connected to the injection fork 2 shown in FIG.

実施例 以上の説明かられかるように、本発明はきわめて優れた
作用効果を奏し、以下その点を列挙する。
As can be seen from the explanations above, the present invention has extremely excellent effects, and the points will be listed below.

(1)本方法は、摩擦低減効果が従来方式よりも優れ、
その効果は長期間保持できる。
(1) This method has a better friction reduction effect than conventional methods,
The effect can be maintained for a long time.

(2)いかなる地盤条件でも効果があり、特に砂や砂礫
地盤でも膨潤ゲルの層が形成され、ケーソンの沈設を促
進できる。
(2) It is effective under any ground conditions, and in particular, forms a layer of swelling gel even on sandy or gravelly ground, promoting the sinking of caissons.

(3)高吸水性樹脂は、数百倍もの水を吸収し膨潤する
ため注入量が少なくて済み経済的である。
(3) Super absorbent resin absorbs hundreds of times more water and swells, so it is economical because only a small amount of injection is required.

(4)沈設終了後はCaCl2水溶液を注入することに
よりゲルを消滅することができるため、基礎構造物の安
定性が増す。
(4) After the sedimentation is completed, the gel can be eliminated by injecting an aqueous CaCl2 solution, which increases the stability of the basic structure.

(5)特殊なポンプや注入装置を必要とせず、従来の送
気および送水装置がそのまま使用できる。
(5) No special pump or injection device is required, and conventional air and water supply devices can be used as is.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は本発明にかかるケーソン沈設時の周面摩擦低減
方法を実施したケーン構築の断面図、第2図は本発明の
方法で使用するスラリー注入装置の一例を示す側面図で
ある。 1・・・・・・ケーソン躯体、2・・・・・・スラリー
注入口、3・・・・・・圧力水噴射口、4・・・・・・
地盤、5・・・・・・ケーソン躯体外表面、6・・・・
・・注入容器、7・・・・・・コンプレッサー、8・・
・・・・ホース。
FIG. 1 is a sectional view of a cane construction in which the method of reducing peripheral surface friction during caisson sinking according to the present invention is implemented, and FIG. 2 is a side view showing an example of a slurry injection device used in the method of the present invention. 1... Caisson frame, 2... Slurry inlet, 3... Pressure water injection port, 4...
Ground, 5... Caisson frame outer surface, 6...
...Injection container, 7...Compressor, 8...
····hose.

Claims (1)

【特許請求の範囲】[Claims] 1 高吸水性樹脂を液類で分散したスラリーをケーソン
の外壁面に注入すると共に、そのスラリーが注入された
ケーソンの外壁面に圧力水を噴射することにより、ケー
ソンの周面摩擦の低減をはかり、もってケーソンの沈設
を促進させることを特徴するケーソン沈設時の周面摩擦
低減方法。
1. By injecting a slurry in which a superabsorbent resin is dispersed in a liquid onto the outer wall of the caisson, and spraying pressurized water onto the outer wall of the caisson into which the slurry has been injected, the friction on the circumferential surface of the caisson is reduced. A method for reducing circumferential friction during sinking of a caisson, characterized by promoting sinking of the caisson.
JP18041481A 1981-11-12 1981-11-12 Method for reducing circumferential friction when sinking a caisson Expired JPS5948254B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18041481A JPS5948254B2 (en) 1981-11-12 1981-11-12 Method for reducing circumferential friction when sinking a caisson

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18041481A JPS5948254B2 (en) 1981-11-12 1981-11-12 Method for reducing circumferential friction when sinking a caisson

Publications (2)

Publication Number Publication Date
JPS58106022A JPS58106022A (en) 1983-06-24
JPS5948254B2 true JPS5948254B2 (en) 1984-11-26

Family

ID=16082834

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18041481A Expired JPS5948254B2 (en) 1981-11-12 1981-11-12 Method for reducing circumferential friction when sinking a caisson

Country Status (1)

Country Link
JP (1) JPS5948254B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59233024A (en) * 1983-06-14 1984-12-27 Aoki Kensetsu:Kk Settlement work of caisson
JP5674423B2 (en) * 2010-11-10 2015-02-25 独立行政法人鉄道建設・運輸施設整備支援機構 Ground improvement method in caisson method
JP2013087603A (en) * 2011-10-22 2013-05-13 Fukuda Corp Immersion method for caisson
CN116025190B (en) * 2023-01-03 2025-08-12 湖南化工地质工程勘察院有限责任公司 Comprehensive type inclined building deviation rectifying and reinforcing structure and construction method thereof

Also Published As

Publication number Publication date
JPS58106022A (en) 1983-06-24

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