JPS62160316A - Burying work of pile - Google Patents
Burying work of pileInfo
- Publication number
- JPS62160316A JPS62160316A JP29798385A JP29798385A JPS62160316A JP S62160316 A JPS62160316 A JP S62160316A JP 29798385 A JP29798385 A JP 29798385A JP 29798385 A JP29798385 A JP 29798385A JP S62160316 A JPS62160316 A JP S62160316A
- Authority
- JP
- Japan
- Prior art keywords
- slime
- concrete
- pile
- excavator
- cement milk
- 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
- Piles And Underground Anchors (AREA)
- Underground Or Underwater Handling Of Building Materials (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は掘削孔内に根固めコンクリートを打設してそ
の中に杭を挿入する杭の埋込み工法に関するものである
。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a pile embedding method in which foot protection concrete is poured into an excavated hole and piles are inserted into the concrete.
〔従来技術と発明の解決しようとする問題点〕現在低公
害工法として削孔内にセメントミルクを注入して既製杭
を建込むプレポーリング工法が種々開発、実施されてい
るが何れも打撃工法のように杭のもつ耐力に見合う程度
の支持力が発揮できず、比較的小さい支持力しか認めら
れていない。[Prior art and problems to be solved by the invention] Currently, various pre-poling methods have been developed and implemented as low-pollution construction methods, in which cement milk is injected into the borehole and ready-made piles are erected, but none of them are percussive methods. As such, the bearing capacity cannot match the bearing capacity of the pile, and only a relatively small bearing capacity is recognized.
出願人は先端の拡大部に生コンクリートを使用するプレ
ポーリング工法を提案している(特開昭56− 号
公報参照)。The applicant has proposed a pre-poling method in which ready-mixed concrete is used for the enlarged portion at the tip (see Japanese Patent Application Laid-Open No. 1983-1983).
ところで掘削機にオーガーを使用し、泥水工法によって
削孔する場合削孔底にスライムが生ずる場合が多い。By the way, when an auger is used as an excavator and a hole is drilled by the muddy water method, slime often forms at the bottom of the hole.
この発明は前記スライムを処理するとともに根固めコン
クリートを底部に打設し、そのコンクリート中に既製杭
を挿入することにより打撃工法なみの先端支端支持力係
数を期待すべく開発したものである。This invention was developed in order to treat the slime, cast foot protection concrete at the bottom, and insert ready-made piles into the concrete, thereby achieving a tip bearing capacity coefficient comparable to that of the impact method.
この発明は泥水工法を利用して掘削機により地盤を削孔
し、次いで孔底部に溜るスライムに水ガラスまたはセメ
ントミルクからなるスライム処理剤を注入・撹拌して軟
固化させ1次いでスライム軟固化物の下側にセメントミ
ルクを圧入し、かつ掘削ヘッドにスライム軟固化物を乗
せた状態にして掘削機を引き上げ、次いで孔内にコンク
リートを打設し、そのコンクリート中に先端が定着する
ように既製杭を建込む工法である。This invention uses the muddy water method to drill a hole in the ground with an excavator, then injects and stirs a slime treatment agent made of water glass or cement milk into the slime that collects at the bottom of the hole, and then softens the slime. Cement milk is pressed into the bottom of the hole, and the excavator is pulled up with the softened slime placed on the excavation head. Next, concrete is poured into the hole, and a ready-made mold is placed so that the tip of the excavator is fixed in the concrete. This is a method of erecting piles.
この工法の施工の概要は第1図乃至第6図に示す通りで
あり、先端部を拡大した実施例を示す。The construction outline of this construction method is as shown in Figs. 1 to 6, which show an example in which the tip is enlarged.
そして先ず泥水工法を利用して掘削機1により地盤を削
孔AL、(第1図参照)、次いで拡大ヘッド2により拡
大孔Bの掘削を行い(第2図参照)、次いで拡大孔Bの
底部のスライムSを処理しく第3図参照)1次いでスラ
イム軟固化物の下側にセメントミルクを注入し、続いて
コンクリート3を掘削機1のロンドを通じて打設しく第
4図参照)、次いで掘削機1を引上げ(第5図参照)、
次いで既製杭Cをコンクリート3中に挿入する。First, using the muddy water method, a hole AL is drilled in the ground with the excavator 1 (see Figure 1), then an enlarged hole B is excavated with the enlarger head 2 (see Figure 2), and then the bottom of the enlarged hole B is drilled. (See Figure 3) Next, cement milk is injected into the underside of the softened slime, and then concrete 3 is poured through the rond of excavator 1 (See Figure 4). 1 (see Figure 5),
Next, ready-made piles C are inserted into concrete 3.
スライム処理の詳細が第7図〜第9図に示しである。ス
ライム処理剤として水ガラスを使用する場合には、主剤
に工業用水ガラスJIS−3号規格品を硬化剤として重
曹、リン酸、希硫酸等のアルカリ、酸類の溶液あるいは
セメント、石膏、炭酸カルシウム等の懸濁液を使用する
。また水ガラスと硬化剤の量及びスライム軟固化強度は
掘削ビットの形状スライム粒度分布、含水比等によって
変化させる。スライム処理剤としてセメントミルクを使
用する場合、セメント、石灰あるいは市販のセメント系
軟弱土改良剤等を使用する。施工に際しては前記水ガラ
スまたはセメントミルクをビット先端よりスライム中に
注入し、スライムと撹拌後ロンドの回転を停止してスラ
イムを軟硬化させる。Details of slime processing are shown in FIGS. 7 to 9. When using water glass as a slime treatment agent, the main agent is industrial water glass JIS-3 standard product, and the curing agent is a solution of alkali or acid such as baking soda, phosphoric acid, dilute sulfuric acid, or cement, gypsum, calcium carbonate, etc. Use a suspension of Further, the amount of water glass and hardening agent and the slime softening strength are changed depending on the shape of the drilling bit, slime particle size distribution, water content ratio, etc. When using cement milk as a slime treatment agent, use cement, lime, or a commercially available cement-based soft soil conditioner. During construction, the water glass or cement milk is injected into the slime from the tip of the bit, and after stirring with the slime, the rotation of the rondo is stopped to soften and harden the slime.
次いでスライムの軟硬化物S′の下にセメントミルクを
圧入し、かつ掘削ヘッドにスライム硬化物を乗せる形で
ロンド、すなわち掘削機1を引上げる。その引上げ速度
はセメントミルク圧入量に見合うようにする6次いでス
ライム処理のセメントミルクを生コンクリートに切り替
え、所定の高さ、すなわち拡大孔B内に充填しうる量と
し、必要によりその上に杭周固定液を注入しながら拡大
ヘッド2を縮小し、掘削機1を引き上げ、次いで既製杭
Cを挿入する。Next, cement milk is press-fitted under the soft hardened slime S', and the rondo, that is, the excavator 1 is pulled up with the hardened slime placed on the excavation head. The lifting speed should be set to match the amount of cement milk injected.6 Next, the cement milk used in the slime treatment is changed to ready-mixed concrete, and the amount is set to a predetermined height, that is, the amount that can be filled into the enlarged hole B, and if necessary, the pile circumference is While injecting the fixative, the expanding head 2 is reduced, the excavator 1 is pulled up, and then the ready-made pile C is inserted.
なお拡大孔部Bは底部のみならず、中間部にも拡大ヘッ
ドを操作することにより数箇所設けてコンクリートを充
填して球根または節状部を形成することができる。また
スライム処理剤として、でんぷんとポリアクリル酸の重
合物の高級水性合成樹脂、例えばサンヨー化成工業rサ
ンウェット」等を使用し、あるいは前記したものを兼用
する場合もある。The enlarged holes B can be provided at several locations not only at the bottom but also at the middle by operating the enlarging head and filled with concrete to form bulbs or knots. In addition, as a slime treatment agent, a high-grade water-based synthetic resin made of a polymer of starch and polyacrylic acid, such as Sanyo Kasei Kogyo R. Sunwet, may be used, or the above-mentioned agents may also be used.
この発明は以上の構成からなり拡大孔の底部のスライム
を軟固化させ、この下にセメントミルクを注入して掘削
ヘッドに乗せる形で排除するため、孔壁面の凹凸や拡底
掘削のように変断面のものでもスライム除去は確実に行
なわれる。次いでコンクリートを充填し、そのコンクリ
ート中に既製杭を挿入するので、場所打ち杭の部分が十
分な支持力をもたらし、従来のセメントミルク工法より
も高い支持力が期待できる。This invention has the above-mentioned structure, and the slime at the bottom of the enlarged hole is softened, cement milk is injected into the bottom of the slime, and the slime is removed by placing it on the drilling head. Even slime removal is guaranteed. Next, concrete is filled and ready-made piles are inserted into the concrete, so the cast-in-place piles provide sufficient bearing capacity, and higher bearing capacity can be expected than in the conventional cement milk method.
第1図、第2図、第3図、第4図、第5図および第6図
はこの発明の施工過程の断面図、第7図、第8図および
第9図はスライム処理の説明図である。
A・・・削孔、 B・・・拡大孔、 C・・・既製
杭、1・・・掘削機、 2・・・拡大ヘッド、3・・・
コンクリート。
第 1 図 52 図 n 3 図
第4図 第5図 凱6図
第 7 図 第
8図 第9図Figures 1, 2, 3, 4, 5, and 6 are cross-sectional views of the construction process of this invention, and Figures 7, 8, and 9 are explanatory diagrams of slime treatment. It is. A...Drilling, B...Enlarged hole, C...Ready-made pile, 1...Excavator, 2...Enlargement head, 3...
concrete. Figure 1 Figure 52 Figure n 3
Figure 4 Figure 5 Gai Figure 6 Figure 7 Figure 8 Figure 9
Claims (1)
孔底部に溜るスライムに水ガラスまたはセメントミルク
からなるスライム処理剤を注入・撹拌して軟固化させ、
次いでスライム軟固化物の下側にセメントミルクを圧入
し、かつ掘削ヘッドにスライム軟固化物を乗せた状態に
して掘削機を引き上げ、次いで孔内にコンクリートを打
設し、そのコンクリート中に先端が定着するように既製
杭を建込むことを特徴とする杭の埋込み工法。Using the mud method, a hole is drilled in the ground using an excavator, and then a slime treatment agent made of water glass or cement milk is injected into the slime that collects at the bottom of the hole and stirred to soften it.
Next, cement milk is press-fitted under the softened slime, and the excavator is pulled up with the softened slime placed on the drilling head. Then, concrete is poured into the hole, and the tip is inserted into the concrete. A pile embedding method that is characterized by erecting ready-made piles so that they are fixed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29798385A JPS62160316A (en) | 1985-12-30 | 1985-12-30 | Burying work of pile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29798385A JPS62160316A (en) | 1985-12-30 | 1985-12-30 | Burying work of pile |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS62160316A true JPS62160316A (en) | 1987-07-16 |
JPH0443122B2 JPH0443122B2 (en) | 1992-07-15 |
Family
ID=17853617
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP29798385A Granted JPS62160316A (en) | 1985-12-30 | 1985-12-30 | Burying work of pile |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS62160316A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63125728A (en) * | 1986-11-13 | 1988-05-28 | Mitani Sekisan Kk | Takeout of slime from pile pit |
JP2006226064A (en) * | 2005-02-21 | 2006-08-31 | Geotop Corp | Pile construction method and pile structure |
-
1985
- 1985-12-30 JP JP29798385A patent/JPS62160316A/en active Granted
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63125728A (en) * | 1986-11-13 | 1988-05-28 | Mitani Sekisan Kk | Takeout of slime from pile pit |
JP2006226064A (en) * | 2005-02-21 | 2006-08-31 | Geotop Corp | Pile construction method and pile structure |
JP4623574B2 (en) * | 2005-02-21 | 2011-02-02 | ジャパンパイル株式会社 | How to build a pile |
Also Published As
Publication number | Publication date |
---|---|
JPH0443122B2 (en) | 1992-07-15 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |