JP2013238006A - Pile for reducing vibration - Google Patents
Pile for reducing vibration Download PDFInfo
- 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
- Authority
- JP
- Japan
- Prior art keywords
- pile
- foundation
- vibration
- ground
- seismic
- 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.)
- Granted
Links
Images
Landscapes
- Foundations (AREA)
Abstract
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
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
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.
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
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
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
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
Claims (3)
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.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2012110198A JP5957642B2 (en) | 2012-05-14 | 2012-05-14 | Seismic pile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2012110198A JP5957642B2 (en) | 2012-05-14 | 2012-05-14 | Seismic pile |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2013238006A true JP2013238006A (en) | 2013-11-28 |
JP5957642B2 JP5957642B2 (en) | 2016-07-27 |
Family
ID=49763264
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2012110198A Active JP5957642B2 (en) | 2012-05-14 | 2012-05-14 | Seismic pile |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP5957642B2 (en) |
Citations (8)
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 |
-
2012
- 2012-05-14 JP JP2012110198A patent/JP5957642B2/en active Active
Patent Citations (8)
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 |
Also Published As
Publication number | Publication date |
---|---|
JP5957642B2 (en) | 2016-07-27 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP2011019535A5 (en) | ||
JP2014503057A5 (en) | ||
CN204098055U (en) | A kind of district structure earthquake proof foundation | |
JP2013238006A (en) | Pile for reducing vibration | |
KR101351296B1 (en) | Earthquake-proof device having single stage structure | |
JP6075953B2 (en) | Seismic isolation structure | |
JP5879604B2 (en) | Reduced vibration pile mechanism | |
CN202577646U (en) | Building anti-seismic device | |
JP2013090353A (en) | Charging device | |
JP2015165067A (en) | Retaining structure | |
CN104233933A (en) | Oscillation-free plate compactor | |
CN203548676U (en) | Constant magnetism damping device | |
JP2011184079A5 (en) | ||
CN204080808U (en) | Vibrating hammer device | |
CN201461458U (en) | Water pump | |
CN205475806U (en) | Building damping device | |
CN208122013U (en) | A kind of vibration abatement for building | |
KR200472100Y1 (en) | Antenna Spring System for Military Vehicle | |
JP2012141054A5 (en) | ||
PH12015501018A1 (en) | Construction method for foundation pile | |
Zhou | Numerical simulation of effects of mud cake and bottom sediment on bearing capacity of bored pile. | |
JP2007039938A (en) | Foundation structure of building | |
JP6508945B2 (en) | Damping structure and supporting structure of building | |
CN207392265U (en) | A kind of foundation shock absorption device of assembled house | |
CN201521538U (en) | Multi-steel ball anti-theft nut |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20150313 |
|
A871 | Explanation of circumstances concerning accelerated examination |
Free format text: JAPANESE INTERMEDIATE CODE: A871 Effective date: 20150313 |
|
A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20150313 |
|
A975 | Report on accelerated examination |
Free format text: JAPANESE INTERMEDIATE CODE: A971005 Effective date: 20150603 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20150609 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20150728 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20150825 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20151007 |
|
A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 20151215 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20160120 |
|
A911 | Transfer of reconsideration by examiner before appeal (zenchi) |
Free format text: JAPANESE INTERMEDIATE CODE: A911 Effective date: 20160225 |
|
TRDD | Decision of grant or rejection written | ||
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20160412 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20160425 |
|
R150 | Certificate of patent or registration of utility model |
Ref document number: 5957642 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 |