JPH1193164A - Rotation drive concrete pile with end steel pipe cap - Google Patents
Rotation drive concrete pile with end steel pipe capInfo
- Publication number
- JPH1193164A JPH1193164A JP29480497A JP29480497A JPH1193164A JP H1193164 A JPH1193164 A JP H1193164A JP 29480497 A JP29480497 A JP 29480497A JP 29480497 A JP29480497 A JP 29480497A JP H1193164 A JPH1193164 A JP H1193164A
- Authority
- JP
- Japan
- Prior art keywords
- pile
- steel pipe
- concrete pile
- pipe cap
- tip
- 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.)
- Pending
Links
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は土木建築における基礎
コンクリート杭に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a foundation concrete pile for civil engineering construction.
【0002】[0002]
【従来の技術】コンクリート杭打設は大きく分けるとハ
ンマー、油圧、セメントミルクによる圧入、認定工法な
ど。2. Description of the Related Art Concrete pile driving is roughly divided into hammer, hydraulic pressure, press-fitting with cement milk, and a certified construction method.
【0003】[0003]
【考案が解決するための課題】ハンマー、油圧による工
法は騒音、振動等の公害がある。セメントミルクによる
圧入等の工法は杭周固定液を使用する、そのため地下に
埋設された杭の周囲には公害物質が放置された状態にな
り地下水を汚染している又、残土は産業廃棄物として処
理しなければならない。[Problems to be Solved by the Invention] The construction method using a hammer and a hydraulic pressure has pollution such as noise and vibration. The construction method such as injection with cement milk uses a fixed solution around the pile.Therefore, pollutants are left around the piles buried underground, leaving the groundwater polluted. Must be processed.
【0004】[0004]
【課題を解決するための手段】先端キャップ(2)をコ
ンクリートパイルの先端に取り付け一体化した杭に角鋼
回転主軸棒(3)を先端キャップの凹部分(ニ)に差し
込み,先端鋼管キャップに回転力を与えて回転圧入する
ことで所定の支持層に到達させる工法なので騒音,振動
等も少なく、又杭周固定液を使用しないので地中の自然
を破壊しない。A tip cap (2) is attached to the tip of a concrete pile, and a square steel rotating spindle (3) is inserted into a concave portion (d) of the tip cap into an integrated pile, and rotated into a tip steel pipe cap. The method is a method of applying a force and rotating and press-fitting to reach a predetermined support layer, so there is little noise, vibration, etc., and no underground nature is destroyed because a pile circumference fixing liquid is not used.
【0005】[0005]
【作用】先端が螺線状の杭なので回転させながら圧入す
ることにより予定の支持層に到達させる事ができる。[Function] Since the tip is a spiral pile, it is possible to reach a predetermined support layer by press-fitting while rotating.
【0006】[0006]
【図1】にそつて説明 (A)杭打ち機に付帯したオーガーを必要に応じ利用し
て杭の支持層迄で掘り下げます。 (B)杭の立て込み,このときにセメントミルク、杭周
固定液を使用していませんので杭差し込み穴の側壁が崩
壊し所定の位置まで圧入することができません。 (C)そこで本考案のコンクリートパイルの中に角鋼材
にて製作した回転主軸棒(3)を用意します。 (D)本考案の工法である角鋼回転主軸棒を先端鋼管キ
ャップ(2)の(ニ)の部分に装着します。 (E)先端鋼管キャップに回転を与え、コンクリート杭
本体を回転圧入させながら予定の支持層まで打設しま
す。[Figure 1] Explanation (A) Drill down to the pile support layer using the auger attached to the pile driver as necessary. (B) When the pile is set up, cement milk and fixing liquid around the pile are not used at this time, so the side wall of the pile insertion hole collapses and cannot be pressed into the specified position. (C) Therefore, prepare a rotating spindle (3) made of square steel in the concrete pile of the present invention. (D) Attach the square steel rotating spindle rod, which is the method of the present invention, to the part (d) of the tip steel pipe cap (2). (E) Rotate the tip of the steel pipe cap and drive the concrete pile body into the planned support layer while rotating and press-fitting.
【発明の効果】杭周固定液を使用しないので地下水を汚
染させる事なく又残土も産業廃棄物処理の必要性がな
い。先端鋼管キャップの径を変えることにより先端支持
力を増すことできる。回転圧入なので騒音、振動等が少
ない。According to the present invention, since no fixing solution around the pile is used, there is no need to treat the industrial waste with no contaminating groundwater and the remaining soil. By changing the diameter of the tip steel pipe cap, the tip support force can be increased. Low noise and vibration due to rotary press fit.
【図1】杭打設工法の施工手順の様子を表した姿図。FIG. 1 is a view showing a construction procedure of a pile driving method.
【図2】本発明の先端鋼管キャップを取り付けたコンク
リートパイルを表した姿図。FIG. 2 is a view showing a concrete pile to which a tip steel pipe cap of the present invention is attached.
【図3】本発明の先端鋼管キャップを取り付けたコンク
リートパイルの縦断面図。(B)は(A)に回転主軸棒
の装着を表す。FIG. 3 is a longitudinal sectional view of a concrete pile to which a tip steel pipe cap of the present invention is attached. (B) shows the mounting of the rotating spindle in (A).
【図4】本発明の先端鋼管キャップ部分の拡大姿図
(A)は拡底杭(B)は普通杭FIG. 4 is an enlarged view (A) of the tip steel pipe cap portion of the present invention, and FIG.
【図5】本発明の先端鋼管キャップ部分の縦断面図
(A)は拡底杭(B)は普通杭FIG. 5 is a longitudinal sectional view of a tip steel pipe cap portion of the present invention, (A) is an expanded bottom pile (B) is an ordinary pile.
(1) コンクリートパイル (2) 先端鋼管キャップ (3) 角鋼材回転主軸棒 (イ) 鋼管パイプ (ロ) 螺旋羽根 (ハ) 掘削刃 (ニ) 回転主軸棒連動用差込凹部 (1) Concrete pile (2) Tip steel pipe cap (3) Square steel rotating spindle rod (A) Steel pipe pipe (B) Spiral blade (C) Drilling blade (D) Rotating spindle rod interlocking recess
Claims (2)
掘削刃(ハ),回転主軸棒連動用凹部(ニ)から構成し
た先端鋼管キャップ(2)をコンクリートパイル(1)
の先端に取り付けたコンクリートパイル杭の製品。1. A spiral blade (b) is attached to a steel pipe (a).
A steel pipe cap (2) composed of an excavating blade (c) and a concave part (d) for interlocking a rotating spindle rod is used to concrete pile (1)
Of concrete pile pile attached to the tip of a concrete pile.
ップ(2)の凹部(ニ)に差しみ杭の先端に回転を与え
杭全体を回転圧入にて地中に打設する工法。2. A method of inserting a rotating spindle rod (3) made of square steel into a concave portion (d) of a tip cap (2), rotating the tip of the pile and driving the entire pile into the ground by rotary press-fitting. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29480497A JPH1193164A (en) | 1997-09-18 | 1997-09-18 | Rotation drive concrete pile with end steel pipe cap |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29480497A JPH1193164A (en) | 1997-09-18 | 1997-09-18 | Rotation drive concrete pile with end steel pipe cap |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH1193164A true JPH1193164A (en) | 1999-04-06 |
Family
ID=17812484
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP29480497A Pending JPH1193164A (en) | 1997-09-18 | 1997-09-18 | Rotation drive concrete pile with end steel pipe cap |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH1193164A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013217131A (en) * | 2012-04-11 | 2013-10-24 | Nippon Steel & Sumikin Metal Products Co Ltd | Apparatus and method for erecting low-strength pipe |
US11607773B2 (en) | 2017-08-11 | 2023-03-21 | Robert Bosch Gmbh | Quick clamping device |
-
1997
- 1997-09-18 JP JP29480497A patent/JPH1193164A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013217131A (en) * | 2012-04-11 | 2013-10-24 | Nippon Steel & Sumikin Metal Products Co Ltd | Apparatus and method for erecting low-strength pipe |
US11607773B2 (en) | 2017-08-11 | 2023-03-21 | Robert Bosch Gmbh | Quick clamping device |
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