Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPS6132452B2 - - Google Patents
[go: Go Back, main page]

JPS6132452B2 - - Google Patents

Info

Publication number
JPS6132452B2
JPS6132452B2 JP57189142A JP18914282A JPS6132452B2 JP S6132452 B2 JPS6132452 B2 JP S6132452B2 JP 57189142 A JP57189142 A JP 57189142A JP 18914282 A JP18914282 A JP 18914282A JP S6132452 B2 JPS6132452 B2 JP S6132452B2
Authority
JP
Japan
Prior art keywords
cement
steel
steel material
mortar
pulling
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
JP57189142A
Other languages
Japanese (ja)
Other versions
JPS5978809A (en
Inventor
Hiroshi Yoshida
Tamotsu Nishi
Atsuo Hirata
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.)
Nishimatsu Construction Co Ltd
Original Assignee
Nishimatsu Construction Co Ltd
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 Nishimatsu Construction Co Ltd filed Critical Nishimatsu Construction Co Ltd
Priority to JP18914282A priority Critical patent/JPS5978809A/en
Publication of JPS5978809A publication Critical patent/JPS5978809A/en
Publication of JPS6132452B2 publication Critical patent/JPS6132452B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

本発明は、セメント系硬化物の中に挿入した鋼
材を引き抜く方法、例えば場所打セメントモルタ
ル杭に挿入したH形鋼材モルタルが凝結硬化した
後に大きな力を必要とせずに引き抜く方法に関す
る。ここでいう鋼材とは、H形鋼、I形鋼等の如
き棒状及び線状のもの全てを指すが、以下におい
ては便宜上H形鋼を例にとつて説明する。また、
セメント系硬化物についても、セメントモルタル
を例にとつて説明する。 これまで、セメントモルタルが硬化した後に、
この中に挿入したH形鋼を引抜く場合、セメント
モルタルがH形鋼の表面に接着するため引抜くこ
とが困難であり、無理に大きな力で引抜こうとす
ると、H形鋼が破断したり、セメントモルタルが
破損したり、あるいは周辺の構造物に悪影響を与
えるという不都合があつた。 このため、従来から、H形鋼の表面にすべり面
を設けておいて、工事終了後に不要になつたH形
鋼を引抜いて回収していた。このすべり面とし
て、グリース、パラフイン、アスフアルト、ター
ル、シート、セメント凝結阻害剤などをH形鋼の
表面に塗布又は貼付して、すべり抵抗を軽減する
方法が採用されていた。しかし、これらの方法に
は、使用材の流動性が大きく作業性が悪いこと、
挿入時に剥離し易いこと、すべり抵抗の軽減が不
充分であること、挿入から時間が経つにつれてす
べり抵抗が大きくなること、などの欠点があつ
た。 本発明によれば、上記した欠点を解消し、少な
い労力及び機械力で鋼材を引抜く方法として、鋼
材をセメント系硬化物に挿入する前に、鋼材がセ
メント系硬化物と接する部分に、セメント系硬化
物中のアルカリ成分の作用で劣化される樹脂被膜
をあらかじめ塗布しておき、該樹脂被膜を経時的
に該アルカリ成分の作用で劣化させることによつ
て、鋼材の引抜きを容易ならしめる方法が提供さ
れる。 一般に、樹脂化合物はゲル形成時において良好
な樹脂強度(伸び、引張、圧縮など)を示すが、
或る種の樹脂化合物はセメントモルタルの水やア
ルカリ成分の影響を受けると比較的短期間にゲル
性状を変化させる。本発明の方法は、このことを
利用して、H形鋼がセメントモルタルに接するま
では強固な被膜を形成して良好な作業性を保つと
ともに、H形鋼がセメントモルタルに接したあと
は、一定期間後に被膜が劣化(グリース状化)
し、すべり面での抵抗を減少させる特性を利用す
るものである。 本発明においては、アルカリにより劣化される
樹脂ならば如何なるものでも使用できる。それら
の例としては、親水性のポリウレタン系、ポリエ
ステル系、アクリルアミド系、尿素系などの樹脂
があげられる。これのうち、樹脂の性質のコント
ロールの容易さとゲル形成の容易さから、親水性
のポリウレタン樹脂が特に好適である。これらの
樹脂のアルカリ成分による劣化は、従来はむしろ
欠点とされていたが、本発明ではこの欠点を逆用
することによつて積極的な利益を得ているのであ
る。これらの樹脂は、増量や垂れ防止のための添
加材たとえば炭酸カルシウム、アスベスト、岩
綿、ベントナイト、並びに、溶剤としての水と共
に、使用することが好ましい。 次に、本発明の方法を、その実施の対象の一例
である柱列式地下連続壁工法に適用した場合につ
いて、添付図面に従つて説明する。 第1〜3図に示すように、地盤1の中にモルタ
ル31と表面に被膜(簡略のため図示せず)が施
された芯材(H形鋼)32とからなるモルタル杭
3を連続して設け、これらモルタル杭3に囲まれ
た地盤を、腹起し21及び切梁22を施しなが
ら、所定の深さまで掘り下げる。 上記のモルタル杭3は、まず、第4図に示すよ
うに地盤1にたて穴4を掘り、この中にモルタル
31を注入し、次にモルタル31が未だ固まらな
いうちに、第5図に示すように芯材(H形鋼)3
2を挿入することによつてつくられる。H形鋼3
2のモルタルに接する表面には、あらかじめ、第
8図に示すように、樹脂被膜33を設けておく。
被膜の形成方法は、吹きつけ方法、塗布方法、あ
るいは樹脂溶液槽に浸漬する方法のいずれでもよ
い。被膜の厚さは約0.4〜1.0mmである。 掘り下げた立抗2の役割が終了した後、つま
り、立抗内に構造物が完成して後、モルタル杭3
からの役割の終つたH形鋼32を抜く。この間、
H形鋼32の表面では被膜が徐々に劣化してすべ
り抵抗が著しく減少している。引抜きは、例えば
第7図に示すような引抜装置5を用いて、H形鋼
32を両側からチヤツク51で挾持し、ジヤツキ
52を延ばして引き上げる操作を繰り返えすこと
によつて行なわれる。図示のような引抜装置5の
他に、振動式杭抜機、多連滑車式引抜装置など、
施工現場で容易に入手できる装置を用いることも
できる。本発明の方法によれば、引抜き抵抗を、
通常、約2トン/m2以下にまで低下できるので、
フランジ寸法30cm、長さ15mのH形鋼(表面積27
m2)場合、所要引抜き力は一本につき約54トン以
下である。従つて、市販されているバイブロハン
マー等で要易に引抜き可能である。 なお、モルタル31が未だ充分に固まらないう
ちに、鋼材32の頭部に重錘で衝撃を加えておく
と、固化後における引抜きが更に容易である。 種々の被膜形成組成物による被膜が施されたフ
ランジ寸法30cm、長さ15mのH形鋼を用いたモル
タル杭について、引抜き抵抗を測定した結果は下
表の通りである。
The present invention relates to a method for pulling out a steel material inserted into a cement-based hardened material, for example, a method for pulling out an H-beam steel mortar inserted into a cast-in-place cement mortar pile without requiring a large force after it has solidified and hardened. The steel material here refers to all rod-shaped and linear materials such as H-beam steel and I-beam steel, but in the following description, H-beam steel will be taken as an example for convenience. Also,
The cement-based cured product will also be explained using cement mortar as an example. Until now, after cement mortar had hardened,
When pulling out the H-shaped steel inserted in this, it is difficult to pull it out because the cement mortar adheres to the surface of the H-shaped steel, and if you try to pull it out with too much force, the H-shaped steel may break. However, there were disadvantages such as damage to the cement mortar or adverse effects on surrounding structures. For this reason, conventionally, a sliding surface has been provided on the surface of the H-shaped steel, and the H-shaped steel that is no longer needed is pulled out and collected after construction is completed. As this sliding surface, a method has been adopted in which grease, paraffin, asphalt, tar, sheet, cement setting inhibitor, etc. are applied or attached to the surface of the H-beam steel to reduce the sliding resistance. However, these methods have problems such as the high fluidity of the materials used and poor workability.
It has disadvantages such as being easy to peel off during insertion, insufficient reduction in slip resistance, and increasing slip resistance as time passes after insertion. According to the present invention, as a method for eliminating the above-mentioned drawbacks and pulling out steel materials with less labor and mechanical force, before inserting the steel material into the cement-based hardened material, cement is added to the portion where the steel material comes into contact with the cement-based hardened material. A method of making steel material easier to pull out by applying in advance a resin coating that deteriorates due to the action of the alkali components in the cured product and allowing the resin coating to deteriorate over time due to the action of the alkali components. is provided. Generally, resin compounds exhibit good resin strength (elongation, tension, compression, etc.) during gel formation, but
Certain resin compounds change their gel properties in a relatively short period of time when affected by water or alkaline components of cement mortar. The method of the present invention utilizes this fact to form a strong film and maintain good workability until the H-beam comes into contact with the cement mortar, and after the H-beam comes into contact with the cement mortar, The film deteriorates after a certain period of time (becomes like grease)
It utilizes the property of reducing the resistance on the sliding surface. In the present invention, any resin can be used as long as it is degraded by alkali. Examples of these include hydrophilic polyurethane-based, polyester-based, acrylamide-based, and urea-based resins. Among these, hydrophilic polyurethane resins are particularly preferred because of the ease of controlling the properties of the resin and the ease of gel formation. Deterioration of these resins due to alkaline components has heretofore been regarded as a disadvantage, but in the present invention, positive benefits are obtained by taking advantage of this disadvantage. These resins are preferably used together with additives such as calcium carbonate, asbestos, rock wool, and bentonite to increase weight and prevent sagging, and water as a solvent. Next, a case in which the method of the present invention is applied to a column-type underground continuous wall construction method, which is an example of its implementation target, will be described with reference to the accompanying drawings. As shown in Figures 1 to 3, a mortar pile 3 consisting of mortar 31 and a core material (H-beam steel) 32 whose surface is coated (not shown for simplicity) is installed in a continuous manner in the ground 1. The ground surrounded by these mortar piles 3 is dug down to a predetermined depth while giving risers 21 and struts 22. The above mortar pile 3 is made by first digging a vertical hole 4 in the ground 1 as shown in FIG. Core material (H-shaped steel) 3
It is created by inserting 2. H-beam 3
As shown in FIG. 8, a resin coating 33 is provided in advance on the surface of No. 2 that is in contact with the mortar.
The coating may be formed by spraying, coating, or dipping in a resin solution bath. The thickness of the coating is approximately 0.4-1.0 mm. After the role of the dug vertical shaft 2 is completed, that is, after the structure inside the vertical shaft is completed, the mortar pile 3
Pull out the H-beam 32 that has finished its role. During this time,
The coating on the surface of the H-section steel 32 has gradually deteriorated, and the slip resistance has significantly decreased. The drawing is carried out by using a drawing device 5 as shown in FIG. 7, for example, by holding the H-beam 32 with chucks 51 from both sides, and repeating the operation of extending and pulling up the jacks 52. In addition to the illustrated pulling device 5, there are vibrating pile pulling machines, multiple pulley type pulling devices, etc.
Equipment readily available at the construction site can also be used. According to the method of the present invention, the pull-out resistance is
Normally, it can be reduced to about 2 tons/ m2 or less, so
H-shaped steel with flange size 30cm and length 15m (surface area 27
m 2 ), the required pulling force is approximately 54 tons or less per piece. Therefore, it can be easily pulled out using a commercially available vibrohammer or the like. Note that if an impact is applied to the head of the steel material 32 with a weight before the mortar 31 is sufficiently hardened, it will be easier to pull it out after hardening. The results of measuring the pull-out resistance of mortar piles made of H-shaped steel with a flange size of 30 cm and a length of 15 m and coated with various film-forming compositions are shown in the table below.

【表】【table】

【表】 本発明においては、被膜形成組成物は、アルカ
リによつて劣化される樹脂を基材とする限り、特
定の配合のものに限定されることなく、本発明所
期の効果をもたらすことができる。 本発明は、前記したように、これまで樹脂化合
物の欠点と考えられていたアルカリによる劣化を
逆利用することによつて予期せぬ効果を生み出し
たものであり、従来の鋼材引抜き方法の欠点を解
消するものである。つまり、鋼材に塗布するに際
して、適度の流動性を持つているので垂れること
なく、べとつかず、また、モルタル挿入時に剥離
することが少なく、被膜の厚さが薄くてもよく、
しかも、鋼材を引抜く時の抵抗力を著しく軽減せ
しめるものである。
[Table] In the present invention, the film-forming composition is not limited to a specific formulation as long as the film-forming composition is based on a resin that is degraded by alkali, and can bring about the desired effects of the present invention. I can do it. As mentioned above, the present invention has produced unexpected effects by taking advantage of the deterioration caused by alkali, which was previously thought to be a drawback of resin compounds, and has overcome the drawbacks of conventional steel drawing methods. It is something that will be resolved. In other words, when applied to steel materials, it has appropriate fluidity, so it does not drip or become sticky, and it is less likely to peel off when inserting mortar, so the coating can be thin.
Furthermore, the resistance force when pulling out the steel material is significantly reduced.

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

第1図〜第3図は本発明の実施の対象となる場
所打ちモルタル杭を用いた柱列式地下連続壁工法
の概念を示すもので、第1図は平面図、第2図は
断面図、第3図は第2図のA−A断面である。第
4図〜第7図は、本発明による場所打ちモルタル
杭を例にとつた実施手順を示す縦断面図である。
第8図は第6図のB−B断面である。 図において、1は地盤、2は立坑、21は腹起
し、22は切梁、3はモルタル杭、31はモルタ
ル、32は鋼材、33は樹脂被膜、4はたて穴、
5は引抜き装置、51はチヤツク、52はジヤツ
キ、53はベースである。
Figures 1 to 3 show the concept of the column-type underground continuous wall construction method using cast-in-place mortar piles, which is the subject of the present invention. Figure 1 is a plan view, and Figure 2 is a cross-sectional view. , FIG. 3 is a cross section taken along line AA in FIG. 2. FIGS. 4 to 7 are longitudinal cross-sectional views illustrating an implementation procedure using a cast-in-place mortar pile according to the present invention as an example.
FIG. 8 is a cross section taken along line BB in FIG. 6. In the figure, 1 is the ground, 2 is a vertical shaft, 21 is an elevation, 22 is a strut, 3 is a mortar pile, 31 is mortar, 32 is a steel material, 33 is a resin coating, 4 is a vertical hole,
5 is a pulling device, 51 is a chuck, 52 is a jack, and 53 is a base.

Claims (1)

【特許請求の範囲】[Claims] 1 セメント系硬化物に挿入した鋼材を、セメン
ト系硬化物が凝結硬化して該鋼材及びセメント系
硬化物の所期の目的を達した後に、セメント系硬
化物から引き抜く方法において、鋼材をセメント
系硬化物に挿入する前に鋼材がセメント系硬化物
と接する部分にセメント系硬化物中のアルカリ成
分によつて劣化される樹脂被膜をあらかじめ塗布
しておき、該樹脂被膜を該アルカリ成分により劣
化させて鋼材の引き抜きを容易にする、ことを特
徴とするセメント系硬化物から鋼材を引き抜く方
法。
1. A method of pulling out a steel material inserted into a cement-based hardened material after the cement-based hardened material has solidified and hardened and achieved the intended purpose of the steel material and the cement-based hardened material. Before inserting the steel material into the cured product, a resin film that is degraded by the alkaline component in the cement-based cured product is applied in advance to the part where the steel material comes into contact with the cement-based cured product, and the resin film is deteriorated by the alkali component. A method for pulling steel material from a cement-based hardened material, characterized by making it easier to pull out steel material.
JP18914282A 1982-10-29 1982-10-29 Method of drawing steel material from cement group hardened material Granted JPS5978809A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18914282A JPS5978809A (en) 1982-10-29 1982-10-29 Method of drawing steel material from cement group hardened material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18914282A JPS5978809A (en) 1982-10-29 1982-10-29 Method of drawing steel material from cement group hardened material

Publications (2)

Publication Number Publication Date
JPS5978809A JPS5978809A (en) 1984-05-07
JPS6132452B2 true JPS6132452B2 (en) 1986-07-26

Family

ID=16236113

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18914282A Granted JPS5978809A (en) 1982-10-29 1982-10-29 Method of drawing steel material from cement group hardened material

Country Status (1)

Country Link
JP (1) JPS5978809A (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59122621A (en) * 1982-12-29 1984-07-16 Kumagai Gumi Ltd Treatment for drawing pile
JP2576346B2 (en) * 1992-12-17 1997-01-29 鹿島建設株式会社 Removal and recovery of steel
JP3274421B2 (en) 1998-07-27 2002-04-15 株式会社日本触媒 Coating material and method of manufacturing the same
JP2002348857A (en) * 2001-05-24 2002-12-04 Dai Nippon Construction Earth retaining core material and its construction method

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52113004A (en) * 1976-03-17 1977-09-21 Takenaka Komuten Co Method of extracting main sheathing pile

Also Published As

Publication number Publication date
JPS5978809A (en) 1984-05-07

Similar Documents

Publication Publication Date Title
JP2011006947A (en) Reinforcing structure of masonry construction wall, masonry construction wall, masonry structure, and method of reinforcing masonry construction wall
JP5393263B2 (en) Masonry wall reinforcement method and masonry structure.
EP2698476A1 (en) Method for the construction of an offshore structure and foundation for an offshore structure
JPS6132452B2 (en)
CN205530282U (en) Prestressed anchorage cable
WO2020207651A1 (en) Coating for a foundation
EP0760353A1 (en) A water glass based composition for sealing and method of hardening water glass based mass
DE2354764C3 (en) Method and device for the watertight implementation of a built-in component to be introduced into the ground through a building wall or excavation pit wall or floor
CN217105151U (en) Compound high slope supporting construction
JP5579403B2 (en) Masonry wall reinforcement structure and masonry structure
CN103510537A (en) Construction method combining tower crane foundation and building basement floor
DE869177C (en) Process for the production of watertight basic structures of all kinds
JPH04169618A (en) Forming process for foot-fixing section used in pile fixation
CN114293552A (en) High-pressure injection bag type expanded body pressure-bearing type anchor rod and construction method thereof
JPS5822611B2 (en) Kenzobutsutounoshiisekouhou
JPS60110381A (en) Prestressed anchor structure
JPS649413B2 (en)
JP3253949B2 (en) Anti-adhesion material
CN223088444U (en) Self-drilling hollow anchor bolt supporting device
SU1206429A1 (en) Method of increasing the height of existing building or structure
DE19527608C2 (en) Underwater composite piles
JPH0442492B2 (en)
JPS61250224A (en) Anchoring work
JPS62146319A (en) Foot protection work of custom-made pile
SU1265348A1 (en) Method of constructing underground sinkable structure