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JPH0519612B2 - - Google Patents
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JPH0519612B2 - - Google Patents

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Publication number
JPH0519612B2
JPH0519612B2 JP18252785A JP18252785A JPH0519612B2 JP H0519612 B2 JPH0519612 B2 JP H0519612B2 JP 18252785 A JP18252785 A JP 18252785A JP 18252785 A JP18252785 A JP 18252785A JP H0519612 B2 JPH0519612 B2 JP H0519612B2
Authority
JP
Japan
Prior art keywords
pile
rewetting
layer
water
cement
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 - Lifetime
Application number
JP18252785A
Other languages
Japanese (ja)
Other versions
JPS6241819A (en
Inventor
Masato Oohori
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP18252785A priority Critical patent/JPS6241819A/en
Publication of JPS6241819A publication Critical patent/JPS6241819A/en
Publication of JPH0519612B2 publication Critical patent/JPH0519612B2/ja
Granted legal-status Critical Current

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  • Piles And Underground Anchors (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Description

【発明の詳細な説明】 産業上の利用分野 本発明は、セメント層に打設した時、杭面に予
め設けた再湿性潤滑層が吸水して潤滑面を形成す
るため、親杭としての用済み後、杭を回収したい
場合、容易に引抜くことのできる引抜用潤滑層付
き杭に関する。
DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application The present invention is suitable for use as a parent pile because when the pile is driven into a cement layer, the rewetting lubricant layer provided in advance on the pile absorbs water and forms a lubricating surface. This invention relates to a pile with a lubricating layer for pulling out, which can be easily pulled out when the pile is to be retrieved after finishing.

従来技術 アースオーガを用いて地盤に連続列孔を穿ち、
これにセメントとベントナイト等を混練したセメ
ントミルクを注入し、孔の要所にH型鋼の杭を投
入して柱列土留壁を構成し、土留壁に囲まれた地
盤土を箱型に排除し、これによつて形成された箱
型下穴にビルデイングの地下室等を構築すると、
前記下穴形成時の土留壁は用済みとなる。この場
合土留壁の親杭として使用したH型鋼は長尺で比
較的高価であるために回収すべきであるがセメン
ト層中に固く打込まれているために引抜困難で放
置されている。現在この杭の回収手段として予め
杭面にグリースを塗つておき、用済み後、特別の
杭抜き装置で杭を引抜くことが試みられている
が、セメント層の固化中グリース層が土圧によつ
て杭面から排除されるため必要量のグリースの保
持が難かしく、また潤滑面として機能的に充分で
なく、未だ引抜きに困難があり、強力な特別の装
置を要する等の欠点があつた。
Conventional technology A continuous row of holes are drilled in the ground using an earth auger.
Cement milk mixed with cement and bentonite, etc. is injected into this, and H-shaped steel piles are inserted into the key points of the hole to form a column retaining wall, and the ground soil surrounded by the retaining wall is removed in a box shape. , When a building basement etc. is constructed in the box-shaped pilot hole formed by this,
The earth retaining wall used when forming the pilot hole is no longer used. In this case, the H-shaped steel used as the main pile for the retaining wall is long and relatively expensive, so it should be recovered, but it is hard to pull out because it is firmly driven into the cement layer, so it is left as it is. Currently, attempts are being made to recover these piles by applying grease to the pile surface in advance and pulling the pile out with a special pile extraction device after use, but while the cement layer is solidifying, the grease layer is affected by earth pressure. As a result, it is difficult to retain the required amount of grease because it is removed from the pile surface, and it is not functionally sufficient as a lubricating surface, and it is still difficult to pull out, which has disadvantages such as requiring powerful special equipment. .

発明が解決しようとする問題点 本発明は、セメント層中に打設された杭類を回
収する場合、セメント層と杭面間に良好な潤滑面
が形成されて、アースオーガ等備付けの通常の巻
上げ機の力で杭を引抜くことができると共に、杭
面への潤滑面の設定や潤滑面を施した抗の空中管
理も容易であるような引抜用潤滑層付き杭を得る
ことを目的とする。
Problems to be Solved by the Invention The present invention provides a method for recovering piles driven into a cement layer by forming a good lubricating surface between the cement layer and the pile surface. The purpose of the present invention is to obtain a pile with a lubricating layer for pulling out, which can be pulled out by the force of a hoist, and which also makes it easy to set a lubricated surface on the pile surface and manage the pile with a lubricated surface in the air. do.

問題点を解決するための手段 本発明は、問題点の解決手段として、杭面に、
吸水ポリマーと再湿バインダーを混練して乾燥固
化させた再湿性潤滑層をコーテイングした引抜用
潤滑層付き抗を提供する。前記吸水ポリマーと
は、水に不溶で自重の数百倍の水を吸収して膨張
し、ヒドロゲルを形成する高吸水性高分子で、例
えばアクリル酸系共重合体(架橋ポリアクリル
酸、でん粉−ポリアクリル酸共重合物等)、アク
リル酸ビニルアルコール共重合体、架橋ポリエチ
レンオキサイド、架橋カルボキシメチル化セルロ
ーズナトリウム塩またはカルシウム塩等である。
前記再湿性バインダーとは、乾燥によつて固型物
となるが吸水すると、練り糊状、泥状、寒天状等
になる物質で、例えばでん粉糊、ポリビニールア
ルコール系糊等がこれに当り、フイルム状に固化
できると共に多少の弾性を有することが望まし
い。
Means for Solving the Problems The present invention provides, as a means for solving the problems,
To provide a steel plate with a lubricant layer for drawing, which is coated with a rewetting lubricant layer made by kneading a water-absorbing polymer and a rewetting binder and drying and solidifying the mixture. The water-absorbing polymer is a highly water-absorbing polymer that is insoluble in water and absorbs hundreds of times its own weight in water to swell and form a hydrogel, such as acrylic acid copolymers (crosslinked polyacrylic acid, starch-based (polyacrylic acid copolymer, etc.), acrylic acid vinyl alcohol copolymer, crosslinked polyethylene oxide, crosslinked carboxymethylated cellulose sodium salt or calcium salt, etc.
The rewetting binder is a substance that becomes solid when dried, but becomes paste-like, mud-like, agar-like, etc. when water is absorbed, such as starch paste, polyvinyl alcohol-based paste, etc. It is desirable that it can be solidified into a film and also have some elasticity.

作 用 本発明の作用を第5図によつて示す。杭1をセ
メントミルクよりなるセメント層8に投入する
と、吸水ポリマー5と再湿性バインダー6は、セ
メント層8の水分を吸収する。この場合、吸水ポ
リマー5は吸水によつて大小の球状に膨潤し、再
湿バインダー6は吸水によつて、これが糊剤であ
れば糊状に軟化する。そして再湿性潤滑層2は厚
みを増し、杭1の面から未だ固化しないセメント
層8を排除する。この後セメント層8が固化す
る。再湿層2の膨潤時の厚みは、余り大であるの
は好ましくない。この厚みは、固化を完了したセ
メント層中の杭孔内でガタつかない程度の厚みに
なるように、吸水ポリマーと再湿バインダーの配
合によつてコントロールされる。膨潤した再湿性
潤滑層2では、吸水ポリマー5は大小の転がりボ
ールとなり、再湿バインダー6は糊化、泥状化し
て潤滑油の役目をして、セメント層と杭面間で極
めて滑りの良い潤滑性縁切り面が形成される。よ
つて杭頭を杭の投入に使用したのと同様のクレー
ンで引上げると容易に杭を引抜くことができる。
Effect The effect of the present invention is shown in FIG. When the pile 1 is put into the cement layer 8 made of cement milk, the water-absorbing polymer 5 and the rewetting binder 6 absorb the moisture in the cement layer 8. In this case, the water-absorbing polymer 5 swells into large and small spherical shapes due to water absorption, and the rewetting binder 6, if it is a sizing agent, softens into a paste-like state due to water absorption. The rewetting lubricant layer 2 then increases in thickness and eliminates the unsolidified cement layer 8 from the surface of the pile 1. After this, the cement layer 8 is solidified. It is not preferable that the thickness of the rewetting layer 2 when swollen is too large. This thickness is controlled by the combination of the water-absorbing polymer and the rewetting binder so that it does not rattle inside the pile hole in the solidified cement layer. In the swollen rewetting lubricant layer 2, the water-absorbing polymer 5 becomes large and small rolling balls, and the rewetting binder 6 gelatinizes and becomes slurry, acting as a lubricating oil and providing extremely smooth sliding between the cement layer and the pile surface. A lubricious edge cut surface is formed. Therefore, the pile can be easily pulled out by lifting the pile cap with the same crane used to insert the pile.

実施例 1 第1図乃至第3図によつて本発明の実施例1を
説明する。1はH型鋼の杭で、全長約5m、断面
はフランジ長15cm、ウエブ長30cm、厚さ0.7cmで、
重量は約165Kgである。2は杭1の頭部を除いて、
フランジ3とウエブ4の杭面に施した再湿性潤滑
層で、再湿性バインダーとして、段ボール用でん
粉糊100部、吸水ポリマーとしてアクリル酸ビニ
ルアルコール共重合体よりなる商品名スミカゲル
SP−510(住友化学製)を30部、これに適度の水
分を与えて糊状に混練し、この糊状物を前記杭面
に塗布して乾燥固化させ、100μ厚の層に形成し
てある。第3図で7は、再湿性潤滑層2の上にコ
ーテイングした保護層で、再湿性潤滑層2が粘着
力を有する間に、同層の上に置いた不織布で、ポ
リビニルアルコール系バインダータイプで、ポリ
エステル主成分のものである。この不織布はなく
てもよいが、再湿性潤滑層2の機械的強度を保持
し、ポリビニルアルコールの量、布の密度によつ
て再湿性潤滑層2に至る水の透水性をコントロー
ルする。
Embodiment 1 Embodiment 1 of the present invention will be explained with reference to FIGS. 1 to 3. 1 is an H-shaped steel pile with a total length of about 5 m, a cross section of 15 cm in flange length, 30 cm in web length, and 0.7 cm in thickness.
Weight is approximately 165Kg. 2 excludes the head of stake 1,
A rewetting lubricant layer applied to the pile surfaces of the flange 3 and web 4, with 100 parts of starch glue for corrugated board as the rewetting binder and Sumikagel (trade name) made of acrylic acid vinyl alcohol copolymer as the water absorbing polymer.
30 parts of SP-510 (manufactured by Sumitomo Chemical) was added with an appropriate amount of moisture and kneaded into a paste, and this paste was applied to the pile surface and dried and solidified to form a 100 μ thick layer. be. In Figure 3, 7 is a protective layer coated on the rewetting lubricant layer 2, which is a nonwoven fabric made of polyvinyl alcohol binder type and placed on the same layer while the rewetting lubricant layer 2 has adhesive strength. , which is mainly composed of polyester. Although this nonwoven fabric may be omitted, the mechanical strength of the rewetting lubricant layer 2 is maintained, and the water permeability to the rewetting lubricant layer 2 is controlled by the amount of polyvinyl alcohol and the density of the cloth.

以上の抗を用いるのに際しては、先ず第4図に
示すように、アースオーガによつて地盤に柱列土
留壁用の連続列孔9を穿ち、これに低アルカリ性
のセメント、ベントナイト、掘削土砂、水等を混
練したセメントミルクを注入し、アースオーガの
リーダマストより繰出した巻上機のワイヤで、杭
上端を〓んで吊下げた杭を連続列孔9の一部に投
入した。そしてセメントミルクが固化して、セメ
ント層8の柱列壁が完成した後、即ち10日後、杭
上端を前述ワイヤで確保して杭を引上げると、杭
の自重に若干の牽引力を加えた程度で杭を引抜く
ことができた。これは、第5図に示すように、未
だ固化しないセメントミルクよりなるセメント層
8の水分が、保護層7を通つて再湿潤滑層2に達
し、吸水ポリマー5が吸水膨潤して転がりボール
となり、再湿性バインダー6が糊化して、セメン
トミルクを杭面から押除け、セメント層8が固化
した後も吸水状態を維持してセメント層8と杭面
間に良好な縁切り潤滑層を保つているからと推定
される。土圧によつて杭下部では、この潤滑層は
薄層になると考えられたが、杭引抜時の潤滑性は
完全に保たれた。そして1月後、晴天続きで再湿
性潤滑層2に水分が入らず、セメント層が乾燥し
て、吸水ポリマー5と再湿性バインダー6の水分
が脱出して、全体がスケルトン状に縮小したが、
膨潤時の潤滑層の空隙がセメント層8と杭面間に
保持された。このため、杭上端を叩いてスケルト
ン化した再湿性潤滑層を破壊すると杭は容易に引
抜けた。
When using the above-mentioned resistor, first, as shown in Fig. 4, continuous row holes 9 for the column retaining wall are bored in the ground using an earth auger, and then low alkaline cement, bentonite, excavated earth and sand are poured into the holes. Cement milk mixed with water, etc. was injected, and the pile, which was suspended by lowering the upper end of the pile, was inserted into a part of the continuous row holes 9 using the wire of the hoisting machine fed out from the leader mast of the earth auger. After the cement milk has solidified and the column walls of the cement layer 8 have been completed, that is, 10 days later, when the top end of the pile is secured with the wire mentioned above and the pile is pulled up, a slight traction force is added to the pile's own weight. I was able to pull out the stake. As shown in FIG. 5, the moisture in the cement layer 8 made of cement milk that has not yet solidified passes through the protective layer 7 and reaches the rewetting lubricant layer 2, and the water-absorbing polymer 5 absorbs water and swells, forming a rolling ball. , the rewetting binder 6 gelatinizes and pushes the cement milk away from the pile surface, and even after the cement layer 8 hardens, it maintains a water-absorbing state and maintains a good border lubricating layer between the cement layer 8 and the pile surface. It is estimated that It was thought that this lubricating layer would become thinner at the bottom of the pile due to earth pressure, but the lubricity was completely maintained when the pile was pulled out. One month later, due to continuous sunny weather, moisture did not enter the rewetting lubricant layer 2, the cement layer dried, and the moisture in the water absorbing polymer 5 and rewetting binder 6 escaped, reducing the entire structure to a skeleton shape.
The voids in the lubricant layer during swelling were maintained between the cement layer 8 and the pile surface. Therefore, when the top end of the pile was struck to destroy the skeletonized rewetting lubricant layer, the pile was easily pulled out.

なお、再湿性潤滑層2は保簿層7下に設けてシ
ート化し、再湿性潤滑層2の下、もしくは杭面に
粘着剤を塗布して杭面に貼着してもよい。この粘
着剤にシリコン樹脂系のものを用いると、杭引抜
き後、杭面に残る付着物の除去が容易となる。
Note that the rewetting lubricant layer 2 may be provided under the bookkeeping layer 7 and formed into a sheet, and may be adhered to the pile surface by applying an adhesive under the rewetting lubricant layer 2 or on the pile surface. When a silicone resin-based adhesive is used as the adhesive, it becomes easy to remove the deposits remaining on the pile surface after the pile is pulled out.

実施例 2 第5図によつ本発明の実施例2を説明する。1
2は鉄パイプで、10はパイプ表面に設けた再湿
性潤滑層である。この再湿性潤滑層は、再湿性バ
インダーとして、ポリビニルアルコール系再湿糊
100部、吸水ポリマーとしてアクリル酸共重合体
よりなる商品名ワンダーゼエル(花王石鹸製)を
20部に水分を添加して混練物をつくり、これをパ
イプ12の表面に塗布して乾燥固化させ100μ厚
の層にしたものである。11は、再湿層10が固
化したとき層上に糊付けしたコート層で、クラフ
ト紙(50g/m2)を用いてある。
Embodiment 2 Embodiment 2 of the present invention will be explained with reference to FIG. 1
2 is an iron pipe, and 10 is a rewetting lubricating layer provided on the pipe surface. This rewetting lubricant layer uses polyvinyl alcohol-based rewetting glue as a rewetting binder.
100 parts, the product name Wonder Zeel (manufactured by Kao Soap), which is made of acrylic acid copolymer as a water-absorbing polymer.
Water was added to 20 parts to make a kneaded product, which was applied to the surface of the pipe 12 and dried and solidified to form a 100 μm thick layer. Reference numeral 11 denotes a coat layer which is pasted onto the rewetting layer 10 when it is solidified, and is made of kraft paper (50 g/m 2 ).

この再湿性潤滑層付きパイプ12は、造成地の
土留壁に横断貫通状態で型枠と共に設定しておき
セメント硬化後、パイプを抜取ると再湿性潤滑層
10の潤滑性により容易にパイプを引抜くことが
でき、パイプ跡の壁面に良好な水抜きを形成する
ことができた。
This pipe 12 with a rewetting lubricant layer is set together with a formwork in a transverse state penetrating the earth retaining wall of the land being created, and when the pipe is pulled out after the cement has hardened, the pipe can be easily pulled out due to the lubricity of the rewettable lubricant layer 10. It was possible to drain the water and form a good drainage hole on the wall where the pipe remained.

発明の効果 本発明は、吸水して潤滑層となる再湿性潤滑層
1が杭面で固化状態で設けられているので、空中
での杭の取扱い中剥離したり、たれ落ちたりする
ことがなく、また吸水後吸水ポリマーが球状に膨
潤して転子となり、再湿性バインダーが糊化、泥
状化して潤滑油代りとなり、セメント層と杭面間
において、厚みを保持して縁切りされた球入り潤
滑面を形成し、このため杭の引抜きが容易とな
り、杭を打捨て資材でなく回収資材として利用で
きて工事費が経済的となる。
Effects of the Invention In the present invention, the rewetting lubricant layer 1, which absorbs water and becomes a lubricant layer, is provided in a solidified state on the pile surface, so it does not peel off or drip during handling of the pile in the air. Also, after absorbing water, the water-absorbing polymer swells into a spherical shape and becomes a trochanter, and the rewetting binder gelatinizes and becomes slurry, acting as a lubricant, and between the cement layer and the pile surface, the thickness is maintained and the edges are cut into spheres. It forms a lubricated surface, which makes it easier to pull out the piles, allowing the piles to be used as recovered materials rather than abandoned materials, making construction costs economical.

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

第1図は本発明の実施例1の正面図、第2図は
同上のA−A線拡大断面図、第3図は実施例1の
要部の拡大断面図、第4図は実施例1の使用場所
である柱列土留壁の上面図、第5図は実施例1の
作用を示す要部の拡大断面図、第6図は実施例2
の斜視図である。 図中、1……杭、2……再湿性潤滑層、5……
吸水ポリマー、6……再湿性バインダー。
FIG. 1 is a front view of Embodiment 1 of the present invention, FIG. 2 is an enlarged sectional view taken along the line A-A of the same as above, FIG. 3 is an enlarged sectional view of essential parts of Embodiment 1, and FIG. 4 is Embodiment 1 Fig. 5 is an enlarged sectional view of the main part showing the effect of Embodiment 1, and Fig. 6 is Embodiment 2.
FIG. In the figure, 1...Pile, 2...Rewetting lubricant layer, 5...
Water-absorbing polymer, 6...Rewetting binder.

Claims (1)

【特許請求の範囲】[Claims] 1 杭面に、吸水ポリマーと再湿性バインダーを
混練して乾燥固化させた再湿性潤滑層をコーテイ
ングして成る引抜用潤滑層付き抗。
1. A pile with a lubricant layer for drawing, which is made by coating the pile surface with a rewetting lubricant layer made by kneading a water-absorbing polymer and a rewetting binder and drying and solidifying the mixture.
JP18252785A 1985-08-20 1985-08-20 Pile with taking-out lubrication layer Granted JPS6241819A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18252785A JPS6241819A (en) 1985-08-20 1985-08-20 Pile with taking-out lubrication layer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18252785A JPS6241819A (en) 1985-08-20 1985-08-20 Pile with taking-out lubrication layer

Publications (2)

Publication Number Publication Date
JPS6241819A JPS6241819A (en) 1987-02-23
JPH0519612B2 true JPH0519612B2 (en) 1993-03-17

Family

ID=16119865

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18252785A Granted JPS6241819A (en) 1985-08-20 1985-08-20 Pile with taking-out lubrication layer

Country Status (1)

Country Link
JP (1) JPS6241819A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3274421B2 (en) 1998-07-27 2002-04-15 株式会社日本触媒 Coating material and method of manufacturing the same
JP6518969B2 (en) * 2016-03-10 2019-05-29 国立大学法人信州大学 Pile driving method
JP7018614B2 (en) * 2018-08-03 2022-02-14 株式会社奥村組 Method of forming induced joints in concrete structures

Also Published As

Publication number Publication date
JPS6241819A (en) 1987-02-23

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