JPH01190822A - Head structure for steel pipe pile - Google Patents
Head structure for steel pipe pileInfo
- Publication number
- JPH01190822A JPH01190822A JP1623288A JP1623288A JPH01190822A JP H01190822 A JPH01190822 A JP H01190822A JP 1623288 A JP1623288 A JP 1623288A JP 1623288 A JP1623288 A JP 1623288A JP H01190822 A JPH01190822 A JP H01190822A
- Authority
- JP
- Japan
- Prior art keywords
- steel pipe
- pipe pile
- pile
- cap
- hammer
- 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
Landscapes
- Piles And Underground Anchors (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〕
この発明は打ち込み時に発生する打撃騒音を低減する構
造に形成した、鋼管杭の頭部構造に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a head structure of a steel pipe pile that is formed to reduce impact noise generated during driving.
〔従来技術及び発明が解決しようとする課題〕鋼管杭の
打ち込み工事は従来、杭打ち機と杭本体を共に防音カバ
ーで覆うと同時に、第7図に示すように杭又端上に鋼製
のキャップを設置し、その上にクッション材を介在させ
てハンマによる打撃音の低減対策を採って行われるが、
近隣の住居地域への影響を考慮すれば未だ上記の対策で
は十分とは言えないのが現状である。[Prior art and problems to be solved by the invention] Conventionally, in driving steel pipe piles, both the pile driving machine and the pile body are covered with a soundproof cover, and at the same time, a steel pipe is installed on the end of the pile as shown in Figure 7. This is done by installing a cap and interposing a cushioning material on top to reduce the sound of the hammer.
The current situation is that the above measures are still not sufficient considering the impact on nearby residential areas.
この発明はこうした背景を基になされたもので、更に防
音効果の高い鋼管杭構造を新たに提案しようとするもの
である。This invention was made based on this background, and attempts to propose a new steel pipe pile structure with even higher soundproofing effects.
本発明では鋼管杭の天端上に載置されるキャップと杭天
端との間に更にクッション材を付加することにより一層
の騒音の低減を実現する。In the present invention, further noise reduction is achieved by adding a cushioning material between the cap placed on the top of the steel pipe pile and the top of the pile.
このとき、鋼管杭の上に単にクッション材を載置するだ
けでは、薄厚の鋼管肉厚部分に力が集中し、杭打撃時に
クッション材は容易に破損してしまう。At this time, if the cushioning material is simply placed on the steel pipe pile, the force will be concentrated on the thin steel pipe wall portion, and the cushioning material will be easily damaged when the pile is hit.
そこで、クッション材の下の抗頭部にはこれを支持し、
その破損を防止すると同時に、ハンマの打撃力を下方へ
伝達する厚肉化された支持部が形成され、もしくはクッ
ション材と天端面間に同様の役割を果たすリング状の水
平プレートが設置される。Therefore, this is supported on the anti-head under the cushion material,
A thickened support part is formed to prevent damage and at the same time transmit the impact force of the hammer downward, or a ring-shaped horizontal plate is installed between the cushion material and the top surface to perform the same role.
(実 施 例〕 以下本発明を一実施例を示す図面に基づいて説明する。(Example〕 The present invention will be explained below based on the drawings showing one embodiment.
この発明は第1図に示すように鋼管杭1の天端上にクッ
ション材2を設置し、これを受ける頭部の支持部1aを
補剛し、もしくは天端とクッション材2との間に水平プ
レート3を介在させたものである。As shown in FIG. 1, this invention installs a cushion material 2 on the top end of a steel pipe pile 1, and stiffens the head support part 1a that receives the cushion material 1, or stiffens the cushion material 2 between the top end and the cushion material 2. A horizontal plate 3 is interposed therebetween.
クッション材2は図示するように上下に中空部を有する
キャップ4の下方に嵌め込まれて天端上に載置される。As shown in the figure, the cushion material 2 is fitted under a cap 4 having hollow portions at the top and bottom and placed on the top end.
上方の中空部には従来のクッション材2′が嵌め入れら
れる。A conventional cushioning material 2' is fitted into the upper hollow part.
クッション材2は木製、耐熱型強化樹脂製、もしくは鋼
より柔らかい金属等弾塑性的性質を持つ材料、あるいは
またこれらと綱との複合材料より製造するのが好ましい
。The cushioning material 2 is preferably made of wood, a heat-resistant reinforced resin, a material with elastic-plastic properties such as a metal softer than steel, or a composite material of these and rope.
第1図、第2図の実施例は支持部1aを厚肉化すること
によりこれを補剛したもので、それぞれ鋼、コンクリー
トを用いた場合である。前者の場合は鋼管杭1の外径に
等しい鋼製の極厚パイプ5を、一方後者の場合はコンク
リート6を内巻きしたパイプ7をそれぞれ鋼管杭1の天
端に溶接する等により支持部1aが形成される。In the embodiments shown in FIGS. 1 and 2, the support portion 1a is stiffened by increasing its thickness, and is made of steel and concrete, respectively. In the former case, an extra-thick steel pipe 5 having the same outer diameter as the steel pipe pile 1 is welded to the top of the steel pipe pile 1, and in the latter case, a pipe 7 wrapped with concrete 6 is welded to the top end of the steel pipe pile 1. is formed.
第2図の実施例ではクッション材2の損耗を考慮してコ
ンクリート6との間に鋼製の水平プレート3を配置して
いる。In the embodiment shown in FIG. 2, a steel horizontal plate 3 is disposed between the cushion material 2 and the concrete 6 in consideration of wear and tear.
第3図の実施例はリング状の水平プレート3でクッショ
ン材2を支持する構造としたものである。The embodiment shown in FIG. 3 has a structure in which the cushion material 2 is supported by a ring-shaped horizontal plate 3.
水平プレート3は鋼管杭1の天端面に溶接する等により
固定され、更にその下方には水平プレート3のへこみを
防止し、ハンマ8の打撃力が確実に鋼管杭1に伝わるよ
う補強リブ9が配置される。The horizontal plate 3 is fixed to the top surface of the steel pipe pile 1 by welding or the like, and furthermore, a reinforcing rib 9 is provided below to prevent the horizontal plate 3 from being dented and to ensure that the impact force of the hammer 8 is transmitted to the steel pipe pile 1. Placed.
補強リブ9の鋼管杭1内周面、水平プレート3への接合
は水平プレート3の孔より行うことができるが、現場作
業の能率化のためには予め工場、またはヤードで一体化
しておくのが望ましい。The reinforcing ribs 9 can be joined to the inner circumferential surface of the steel pipe pile 1 and the horizontal plate 3 through the holes in the horizontal plate 3, but in order to improve the efficiency of on-site work, it is recommended that they be integrated in advance at the factory or yard. is desirable.
なお、鋼管杭1の径が小さい場合には水平プレート3は
リング状ではなく、めくら板でもよい。In addition, when the diameter of the steel pipe pile 1 is small, the horizontal plate 3 may not be ring-shaped but may be a blind plate.
第4図、第5図は水平プレート3を用いた、他の実施例
を示したもので、第4図は水平プレート3上に、鋼管杭
1の内径にほぼ等しいクッション材2を載置して力の伝
達部を杭内部に設けた例であり、第5図は外径より大き
いクッション材2を載置して力の伝達部を枝肉厚部直上
にした例である。後者の場合、水平プレート3にはクッ
ション材2の移動を拘束する側板3aカ債設される。4 and 5 show other embodiments using a horizontal plate 3. In FIG. 4, a cushion material 2 approximately equal to the inner diameter of the steel pipe pile 1 is placed on the horizontal plate 3. This is an example in which a force transmission part is provided inside the pile, and FIG. 5 shows an example in which a cushion material 2 larger than the outer diameter is placed so that the force transmission part is placed directly above the thick carcass part. In the latter case, a side plate 3a is attached to the horizontal plate 3 to restrain the movement of the cushion material 2.
第7図はクッション材2を軽量化するために形状をドー
ナツ形にした際の、その補強例を示したもので、クッシ
ョン材2の内外周面にそれより小さい幅の鋼製リング1
0.10を嵌め込んだものである。Fig. 7 shows an example of reinforcement when the cushioning material 2 is shaped into a donut shape to reduce its weight.
0.10 is inserted.
この発明は以上の通りであり、キャップとハンマとの間
のクッション材に加えて鋼管杭天端とキャップとの間に
もクッション材を配置し、頭部に力の伝達手段を施した
構造であるためハンマ打撃時のキャップと杭間の騒音を
有効に低減することができると同時に、効率的に、均等
に杭を打撃することが可能である。This invention is as described above, and has a structure in which, in addition to the cushioning material between the cap and the hammer, a cushioning material is also arranged between the top end of the steel pipe pile and the cap, and a force transmission means is provided to the head. It is possible to effectively reduce the noise between the cap and the pile during hammer impact, and at the same time, it is possible to efficiently and evenly impact the pile.
第1図、第2図は第1請求項の実施例を示した断面図、
第3図−1,IIは第2請求項の実施例を示したそれぞ
れ断面図、平面図、第4図。
第5図は他の実施例を示した断面図、第6図−1、I[
はドーナツ形クッション材の補強例を示したそれぞれ断
面図、平面図、第7図は従来構造を示した断面図である
。
1・・・・・・鋼管杭、la・・・・・・支持部、2,
2°・・・・・・クッション材、3・・・・・・水平プ
レート、3a・・・・・・側板、4・・・・・・キャッ
プ、5・・・・・・極厚パイプ、6・・・・・・コンク
リート、7・・・・・・パイプ、8・・・・・・ハンマ
、9・・・・・・補強リブ、10・・・・・・鋼製リブ
。
第4図
第5図
6図
■
7図1 and 2 are cross-sectional views showing an embodiment of the first claim,
3-1 and II are a cross-sectional view, a plan view, and FIG. 4, respectively, showing an embodiment of the second claim. FIG. 5 is a sectional view showing another embodiment, FIG. 6-1, I[
7 is a cross-sectional view and a plan view showing an example of reinforcing a donut-shaped cushioning material, and FIG. 7 is a cross-sectional view showing a conventional structure. 1... Steel pipe pile, la... Support part, 2,
2°...Cushion material, 3...Horizontal plate, 3a...Side plate, 4...Cap, 5...Extremely thick pipe, 6... Concrete, 7... Pipe, 8... Hammer, 9... Reinforcement rib, 10... Steel rib. Figure 4 Figure 5 Figure 6 ■ Figure 7
Claims (2)
との間にクッション材を設置してなる鋼管杭であり、頭
部に、クッション材を支持し、ハンマの打撃力を下方へ
伝達する厚肉化された支持部が形成されていることを特
徴とする鋼管杭の頭部構造。(1) A steel pipe pile with a cushioning material installed between the driving cap placed on the top and the top.The head supports the cushioning material and reduces the impact force of the hammer downwards. A head structure for a steel pipe pile, characterized by forming a thickened support part that transmits information to the pile.
ッション材を支持し、ハンマの打撃力を下方へ伝達する
リング状の水平プレートが設置されていることを特徴と
する第1請求項記載の鋼管杭の頭部構造。(2) The first claim is characterized in that instead of the support part, a ring-shaped horizontal plate is installed between the bottom of the cushion material and the top surface to support the cushion material and transmit the impact force of the hammer downward. Head structure of the steel pipe pile described in Section 1.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1623288A JPH01190822A (en) | 1988-01-27 | 1988-01-27 | Head structure for steel pipe pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1623288A JPH01190822A (en) | 1988-01-27 | 1988-01-27 | Head structure for steel pipe pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH01190822A true JPH01190822A (en) | 1989-07-31 |
Family
ID=11910808
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1623288A Pending JPH01190822A (en) | 1988-01-27 | 1988-01-27 | Head structure for steel pipe pile |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH01190822A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07300854A (en) * | 1994-05-02 | 1995-11-14 | Umex:Kk | Auxiliary member for driving pipe |
| CN104975596A (en) * | 2015-07-17 | 2015-10-14 | 上海建工二建集团有限公司 | Steel pipe pile driving device for low-clearance work and construction method |
-
1988
- 1988-01-27 JP JP1623288A patent/JPH01190822A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07300854A (en) * | 1994-05-02 | 1995-11-14 | Umex:Kk | Auxiliary member for driving pipe |
| CN104975596A (en) * | 2015-07-17 | 2015-10-14 | 上海建工二建集团有限公司 | Steel pipe pile driving device for low-clearance work and construction method |
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