JP2013238006A - Pile for reducing vibration - Google Patents

Pile for reducing vibration Download PDF

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Publication number
JP2013238006A
JP2013238006A JP2012110198A JP2012110198A JP2013238006A JP 2013238006 A JP2013238006 A JP 2013238006A JP 2012110198 A JP2012110198 A JP 2012110198A JP 2012110198 A JP2012110198 A JP 2012110198A JP 2013238006 A JP2013238006 A JP 2013238006A
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Japan
Prior art keywords
pile
foundation
vibration
ground
seismic
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JP5957642B2 (en
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Shoji Mizoguchi
昇司 溝口
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KUMIKAWA TEKKOSHO KK
Kumikawa Iron Works KK
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KUMIKAWA TEKKOSHO KK
Kumikawa Iron Works KK
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Abstract

PROBLEM TO BE SOLVED: To realize a foundation resistant to earthquake.SOLUTION: A mechanism for reducing a vibration by using a pile comprises driving piles into the soft ground and reducing the vibration by the bending of the piles.

Description

本発明は、基礎杭に関するものである。   The present invention relates to a foundation pile.

現在減震機構は軟弱地盤に適してなく、必要に迫われている。   At present, the seismic reduction mechanism is not suitable for soft ground, and is needed.

しかし、軟弱地盤には杭打ちしているが、碁礎と杭及び地盤と共に振動という欠点があった。   However, although it is piled on the soft ground, there was a drawback of vibration along with the foundation, pile and ground.

解決しようとする問題点は、地盤と基礎の動きを切り離す点である。   The problem to be solved is to separate the ground and foundation movement.

上記目的を達成するために、本発明は、請求項1にこの改善策として、杭の撓みを用いて基礎の動きを地面より減小して成る事を特徴とする減震杭で、杭の径より穴径を大きく掘り、杭の下部をコンクリートなどにて固定し、中間部、及び上部の空間に石灰などの弱結合材を充填し、その上に基礎と杭を結合して構成している   In order to achieve the above object, the present invention provides a vibration-reducing pile characterized in that the movement of the foundation is reduced from the ground using the deflection of the pile as claimed in claim 1, The hole diameter is dug larger than the diameter, the lower part of the pile is fixed with concrete, etc., the middle part and the upper part space are filled with weak binding material such as lime, and the foundation and the pile are combined on it. Have

上記目的を達成するために、本発明は、請求項2にこの改善策として、杭の撓みを大きくするために、構築体の基礎下面が横滑りできる基礎を支える杭を分割し地中深部に設け、概杭の頭部と上部杭と嵌合させ、概上部杭の周囲に大きめの穴壁を設け、空間部には空間又は、減震材を設ける。上部杭の頭部にて基礎を固着、保持して成る減震杭打ち機構   In order to achieve the above object, according to the present invention, as an improvement measure of the present invention, in order to increase the deflection of the pile, the pile supporting the foundation on which the bottom surface of the foundation can slide is divided and provided in the deep underground. The head of the approximate pile and the upper pile are fitted, a large hole wall is provided around the approximate upper pile, and a space or a vibration reducing material is provided in the space. Anti-seismic pile driving mechanism with the foundation fixed and held by the upper pile head

上記目的を達成するために、本発明は、請求項3にこの改善策として、杭の撓みを大きくするために、基礎を支える杭の周囲壁に螺条の又はリング条に凹凸溝を設けて成る減震杭機構。   In order to achieve the above object, according to the present invention, as an improvement measure in claim 3, in order to increase the deflection of the pile, an uneven groove is provided in the peripheral wall of the pile supporting the foundation in the thread or ring. An anti-seismic pile mechanism.

地震による地盤が動いたとき杭の下部は地面と共震し、上部は基礎、構築物の慣性力により杭は曲がり、弱結合材を破壊し杭の動きに抵抗し震動を抑える。即ち減震作用を行う。 When the ground moves due to an earthquake, the lower part of the pile co-seismics with the ground, and the upper part bends due to the inertial force of the foundation and structure, breaking the weak binding material and resisting the movement of the pile to suppress the vibration. In other words, it reduces the vibration.

本発明のくい打ち機構は、上部は弱結合材とを破壊し杭の動きに抵抗し震動を抑える利点がある。空間に石灰などの弱結合材とクション材として、ゴムを及び小粒子材として砂利、砂を充填し、その上に基礎と杭を結合して構成している。
ゴムは、微振動を吸収し砂利、砂は、滑り抵抗にて、振動を減少する効果がある。
The pile driving mechanism according to the present invention has an advantage that the upper part breaks the weak binding material, resists the movement of the pile, and suppresses the vibration. The space is filled with rubber and weak particles such as lime, and rubber and small particle material with gravel and sand, and the foundation and pile are joined together.
Rubber absorbs fine vibration and gravel, and sand has an effect of reducing vibration by slip resistance.

特に上部に充填する機能材は、単体及び複合して成型してもよく、特にゴムなどは可能である。  In particular, the functional material filled in the upper portion may be molded as a single body or a composite, and rubber or the like is particularly possible.

機構を示す正面図Front view showing mechanism 杭の動作を示す作用図Action diagram showing pile motion 上部穴及び杭の動作を示す作用図Action diagram showing movement of upper hole and pile 機構を示す作用図Action diagram showing mechanism

以下、本発明の実施の形態を図に基づいて説明する。 Hereinafter, embodiments of the present invention will be described with reference to the drawings.

図1は、本発明の実施例1の断面図であって、杭1を地中に打ち込み、地面に固着させ。
杭の中間部、及び上部に空壁3を設ける。杭1の頭頂部に基礎4と係合している。
FIG. 1 is a cross-sectional view of Embodiment 1 of the present invention, in which a pile 1 is driven into the ground and fixed to the ground.
Empty walls 3 are provided in the middle and upper part of the pile. The base 4 is engaged with the top of the pile 1.

図2は、本発明の実施例2の断面図であって、杭1を地中に打ち込み、地面に固着させ、杭2と、嵌合し杭2の周囲に空壁3を設ける。杭2の頭頂部を基礎4と係合している。   FIG. 2 is a cross-sectional view of the second embodiment of the present invention, in which the pile 1 is driven into the ground and fixed to the ground, and is fitted with the pile 2 to provide an empty wall 3 around the pile 2. The top of the pile 2 is engaged with the foundation 4.

図3は、本発明の実施例3の側面図であって、杭1の表面に、杭の撓みを大きくするために、杭の周囲壁に螺条5の又はリング条6に凹凸溝を設けて成る杭機構を地中に打ち込み、地面に固着させ。杭の中間部、及び上部に空壁3を設ける。杭1の頭頂部に基礎4と係合している。   FIG. 3 is a side view of the third embodiment of the present invention, and in order to increase the deflection of the pile on the surface of the pile 1, an uneven groove is formed in the thread 5 or ring 6 on the peripheral wall of the pile. Drive the pile mechanism into the ground and fix it to the ground. Empty walls 3 are provided in the middle and upper part of the pile. The base 4 is engaged with the top of the pile 1.

1 杭
2 穴壁
3 杭底部固定体
4 基礎
5 螺旋凹凸溝
6 リング条溝
DESCRIPTION OF SYMBOLS 1 Pile 2 Hole wall 3 Pile bottom fixed body 4 Foundation 5 Spiral uneven groove 6 Ring groove

Claims (3)

構築体の基礎下面が横滑りできる基礎を支える杭よりも、大きめの穴を設け、穴底部を固定し、上部には空間又は減震材を設けて杭の頭部を基礎に固着、保持して成る減震杭打ち機構   Provide a larger hole than the pile that supports the foundation on which the bottom surface of the foundation can slide sideways, fix the bottom of the hole, and provide a space or a vibration-reducing material at the top to fix and hold the head of the pile to the foundation. An anti-seismic pile driving mechanism 構築体の基礎下面が横滑りできる基礎を支える杭を分割し地中深部に設け、概杭の頭部と上部杭と嵌合させ、概上部杭の周囲に大きめの穴壁を設け、空間部には空間又は減震材を設ける。上部杭の頭部にて基礎を固着、保持して成る減震杭打ち機構   The pile supporting the foundation on which the bottom surface of the foundation can slide is divided and installed in the deep part of the ground, fitted with the head of the approximate pile and the upper pile, a large hole wall is provided around the approximate upper pile, and in the space part Provide space or anti-seismic material. Anti-seismic pile driving mechanism with the foundation fixed and held by the upper pile head 構築体の基礎を支える杭の周囲壁に螺条の又はリング条に凹凸溝を設けて成る減震杭打ち機構
A vibration-reducing pile driving mechanism comprising a screw or ring groove on the surrounding wall of the pile that supports the foundation of the structure.
JP2012110198A 2012-05-14 2012-05-14 Seismic pile Active JP5957642B2 (en)

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JP2012110198A JP5957642B2 (en) 2012-05-14 2012-05-14 Seismic pile

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JP2012110198A JP5957642B2 (en) 2012-05-14 2012-05-14 Seismic pile

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JP2013238006A true JP2013238006A (en) 2013-11-28
JP5957642B2 JP5957642B2 (en) 2016-07-27

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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09158206A (en) * 1995-12-14 1997-06-17 Geotop Corp Base isolating structure for structure
JPH10252082A (en) * 1997-03-14 1998-09-22 Sumitomo Metal Ind Ltd Base isolating pile and pile head unit for base isolating pile
JPH11344169A (en) * 1998-06-01 1999-12-14 Housing Tamura:Kk Pipe joint structure
JP2000064304A (en) * 1998-08-25 2000-02-29 Ohbayashi Corp Vibration isolation pile
JP2000170194A (en) * 1998-12-08 2000-06-20 Ohbayashi Corp Base-isolation construction of structure
JP2002061176A (en) * 2000-08-22 2002-02-28 Nippon Steel Corp Base isolation pile and its work execution method
JP2004169308A (en) * 2002-11-18 2004-06-17 Mitsubishi Heavy Ind Ltd Foundation and work execution method therefor
JP2012140823A (en) * 2011-01-05 2012-07-26 Takenaka Komuten Co Ltd Base-isolated structure for construction

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09158206A (en) * 1995-12-14 1997-06-17 Geotop Corp Base isolating structure for structure
JPH10252082A (en) * 1997-03-14 1998-09-22 Sumitomo Metal Ind Ltd Base isolating pile and pile head unit for base isolating pile
JPH11344169A (en) * 1998-06-01 1999-12-14 Housing Tamura:Kk Pipe joint structure
JP2000064304A (en) * 1998-08-25 2000-02-29 Ohbayashi Corp Vibration isolation pile
JP2000170194A (en) * 1998-12-08 2000-06-20 Ohbayashi Corp Base-isolation construction of structure
JP2002061176A (en) * 2000-08-22 2002-02-28 Nippon Steel Corp Base isolation pile and its work execution method
JP2004169308A (en) * 2002-11-18 2004-06-17 Mitsubishi Heavy Ind Ltd Foundation and work execution method therefor
JP2012140823A (en) * 2011-01-05 2012-07-26 Takenaka Komuten Co Ltd Base-isolated structure for construction

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