JP2011140753A - Structure for connecting wooden pile and steel pipe pile together - Google Patents
Structure for connecting wooden pile and steel pipe pile together Download PDFInfo
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- JP2011140753A JP2011140753A JP2010000562A JP2010000562A JP2011140753A JP 2011140753 A JP2011140753 A JP 2011140753A JP 2010000562 A JP2010000562 A JP 2010000562A JP 2010000562 A JP2010000562 A JP 2010000562A JP 2011140753 A JP2011140753 A JP 2011140753A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 70
- 239000010959 steel Substances 0.000 title claims abstract description 70
- 239000002023 wood Substances 0.000 claims description 8
- 230000002787 reinforcement Effects 0.000 abstract description 8
- 239000003673 groundwater Substances 0.000 description 12
- 238000005452 bending Methods 0.000 description 3
- 241000218645 Cedrus Species 0.000 description 1
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000010792 warming Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
Description
本発明は、木杭と鋼管杭を連結して一本の支持杭として地盤を補強する、木杭と鋼管杭の連結構造に関するものである。 The present invention relates to a connection structure of a wooden pile and a steel pipe pile that connects the wooden pile and the steel pipe pile to reinforce the ground as a single support pile.
従来、住宅等の構造物の地盤を支持杭によって補強する場合、支持杭として鋼管杭やコンクリートパイルが使用されている。
しかし、近年は環境問題や地球温暖化問題へ対応するために、鋼管杭やコンクリートパイルと比較してコストが非常に安く、自然材であることから環境にも優しい木製の支持杭(木杭)の需要が高まっている。
Conventionally, when a ground of a structure such as a house is reinforced by a support pile, a steel pipe pile or a concrete pile is used as the support pile.
However, in recent years, in order to respond to environmental problems and global warming problems, wooden support piles (wood piles) that are much cheaper than steel pipe piles and concrete piles and are environmentally friendly because they are natural materials. Demand is growing.
木杭は他にも、軽量であるため施工性が高く、また、空気に触れることがない地下水位以深では品質が変化しないというメリットがある。 In addition, wooden piles are light in weight, so they are easy to construct and have the advantage that the quality does not change below the groundwater level where they do not touch the air.
しかし、木杭は地下水位変動域や地下水位より上部では空気に触れることにより腐朽がおこり、強度が低下する恐れがある。
そのため、木杭を用いる際には、腐朽を防ぐ薬剤の塗布等の腐朽対策を行う必要があるが、腐朽対策は工場等で行うため、コストがかかってしまう。
However, wooden piles may decay due to contact with air above the groundwater level fluctuation zone or above the groundwater level, which may reduce strength.
Therefore, when using wooden stakes, it is necessary to take anti-corrosion measures such as applying chemicals to prevent decay, but since the anti-corruption measures are taken at factories and the like, it is costly.
本発明は、腐朽対策を行うことなく木杭を地盤補強に用いることができる、木杭と鋼管杭の連結構造を提供することを目的とする。 An object of this invention is to provide the connection structure of a wooden pile and a steel pipe pile which can use a wooden pile for ground reinforcement, without taking a countermeasure against decay.
上記目的を達成するためになされた本願の第1発明は、木杭と鋼管杭の連結構造であって、前記木杭の上端にスリットを形成し、前記鋼管杭に鉛直板を設け、前記スリットに前記鉛直板を嵌挿して連結することを特徴とする、木杭と鋼管杭の連結構造を提供する。
本願の第2発明は、第1発明の木杭と鋼管杭の連結構造において、前記スリット及び前記鉛直板を、平面視Y字状に形成することを特徴とする、木杭と鋼管杭の連結構造を提供する。
本願の第3発明は、第1発明又は第2発明の木杭と鋼管杭の連結構造において、前記鉛直板を前記鋼管杭の内部に設け、前記木杭を前記鋼管杭に内挿して、前記木杭と前記鋼管杭とを連結することを特徴とする、木杭と鋼管杭の連結構造を提供する。
1st invention of this application made in order to achieve the said objective is a connection structure of a wooden pile and a steel pipe pile, Comprising: A slit is formed in the upper end of the said wooden pile, a vertical board is provided in the said steel pipe pile, The said slit A connecting structure of a wooden pile and a steel pipe pile is provided, wherein the vertical plate is inserted and connected to each other.
2nd invention of this application WHEREIN: In the connection structure of the wooden pile and steel pipe pile of 1st invention, the said slit and the said vertical board are formed in planar view Y shape, The connection of a wooden pile and a steel pipe pile characterized by the above-mentioned. Provide structure.
3rd invention of this application is the connection structure of the wooden pile and the steel pipe pile of the 1st invention or the 2nd invention, the said vertical plate is provided in the inside of the said steel pipe pile, the said wooden pile is inserted in the said steel pipe pile, Provided is a connection structure between a wooden pile and a steel pipe pile, characterized by connecting the wooden pile and the steel pipe pile.
本発明は、上記した課題を解決するための手段により、次のような効果の少なくとも一つを得ることができる。
<1>木杭と鋼管杭を連結して、木杭では腐朽の恐れがある地下水位変動域や地下水位より上部だけを鋼管杭とすることにより、腐朽対策を行うことなく、品質的に安定した地盤補強構造とすることができる。
<2>鋼管杭の鉛直板を木杭のスリットに嵌挿して固定するため、鋼管杭に作用する回転力が木杭にも伝達される。このため、圧入だけでなく、回転圧入による打設にも対応することができる。
<3>鋼管杭に形成した鉛直板を木杭のスリットに嵌挿して固定するため、曲げ耐力を有する地盤補強構造とすることができる。
The present invention can obtain at least one of the following effects by means for solving the above-described problems.
<1> By connecting wooden piles and steel pipe piles, the steel piles are used only for the upper part of the groundwater level fluctuation area and the groundwater level that may be corrupted by wooden piles. The ground reinforcement structure can be made.
<2> Since the vertical plate of the steel pipe pile is fitted and fixed to the slit of the wooden pile, the rotational force acting on the steel pipe pile is also transmitted to the wooden pile. For this reason, it is possible to cope with not only press-fitting but also driving by rotary press-fitting.
<3> Since the vertical plate formed on the steel pipe pile is inserted into and fixed to the slit of the wooden pile, the ground reinforcement structure having bending strength can be obtained.
以下、図面を参照しながら本発明の実施の形態について説明する。 Hereinafter, embodiments of the present invention will be described with reference to the drawings.
<1>全体の構成
本発明の木杭と鋼管杭の連結構造は、略同径の木杭1と鋼管杭2を連結して、一本の支持杭とするものである。
本発明の木杭と鋼管杭の連結構造は、木杭1に形成したスリット11に、鋼管杭2に設けた鉛直板21を嵌挿してなる。(図1)
<1> Overall Configuration The wood pile and steel pipe pile connection structure of the present invention connects the wood pile 1 and the steel pipe pile 2 with substantially the same diameter to form a single support pile.
The connection structure of the wooden pile and the steel pipe pile of the present invention is formed by inserting a vertical plate 21 provided in the steel pipe pile 2 into the slit 11 formed in the wooden pile 1. (Figure 1)
<2>木杭
木杭1はスギやマツ等の木からなる円柱状の杭である。
木杭1は、地盤中では鋼管杭2より下方に位置する。
木杭1の上端には、スリット11を形成する。
木杭1は木製であるため、容易にスリット11を形成することができる。
<2> Wooden pile The wooden pile 1 is a columnar pile made of wood such as cedar and pine.
The wooden pile 1 is located below the steel pipe pile 2 in the ground.
A slit 11 is formed at the upper end of the wooden pile 1.
Since the wooden pile 1 is made of wood, the slits 11 can be easily formed.
<3>鋼管杭
鋼管杭2は鋼管からなる杭である。
鋼管杭2は、地盤中では木杭1より上方に位置する。
鋼管杭2の下端には、溶接等により、鉛直板21を突設する。
<3> Steel pipe pile The steel pipe pile 2 is a pile made of a steel pipe.
The steel pipe pile 2 is located above the wooden pile 1 in the ground.
A vertical plate 21 is protruded from the lower end of the steel pipe pile 2 by welding or the like.
<4>スリット、鉛直板の形状
鋼管杭2の鉛直板21は、木杭1のスリット11に嵌挿する。
鉛直板21はスリット11に嵌挿できる厚さとし、鉛直板21の高さは、スリット11の深さと同程度とする。
スリット11及び鉛直板21の形状は、平面視一文字状(図2a)又は平面視Y字状(図2b)に形成する。
軸方向に凹設したスリット11に、同じく軸方向に凸設した鉛直板21を嵌挿して連結するため、スリット及び鉛直板21が連結時のガイドになるとともに上方に位置する鋼管杭2に作用する回転力が、下方の木杭1にも伝達される。
このため、木杭1と鋼管杭2を容易に連結でき、また、地盤に打設する際、圧入だけでなく、回転圧入による打設も行うことができる。
また、嵌挿して連結することにより、一方の杭にかかる水平力が他方の杭にも伝達されるため、連結部に曲げ耐力を付与することができる。
<4> Shape of slit and vertical plate The vertical plate 21 of the steel pipe pile 2 is inserted into the slit 11 of the wooden pile 1.
The vertical plate 21 has a thickness that can be inserted into the slit 11, and the height of the vertical plate 21 is approximately the same as the depth of the slit 11.
The shapes of the slit 11 and the vertical plate 21 are formed in a single letter shape in plan view (FIG. 2a) or a Y shape in plan view (FIG. 2b).
Since the vertical plate 21 similarly projecting in the axial direction is inserted and connected to the slit 11 recessed in the axial direction, the slit and the vertical plate 21 act as a guide at the time of connection and act on the steel pipe pile 2 positioned above. The rotating force is transmitted to the lower wooden pile 1 as well.
For this reason, the wooden pile 1 and the steel pipe pile 2 can be connected easily, and when placing on the ground, not only the press-fitting but also the placement by rotary press-fitting can be performed.
Moreover, since the horizontal force concerning one pile is transmitted also to the other pile by inserting and connecting, bending strength can be provided to a connection part.
<5>木杭と鋼管杭の固定
木杭1には、スリット11のほぼ中央を貫通して直交するように、ボルト孔12を形成するとともに、鉛直板21のほぼ中央にスリット11に嵌挿したときにボルト孔12と連続するように、ボルト孔22を形成し、鉛直板21をスリット11に嵌挿した状態でボルト孔12、22にボルト3を挿通し、挿通したボルト3にナット4を螺着し、木杭1と鋼管杭2を固定する。
木杭1と鋼管杭2を固定して一体とすることにより、上側の鋼管杭2を上方に引き上げると下側の木杭1も上方に引き上げられる。よって、打設だけでなく引き抜きも行うことができる。
<5> Fixing wooden pile and steel pipe
When the wooden pile 1 and the steel pipe pile 2 are fixed and integrated, when the upper steel pipe pile 2 is pulled upward, the lower wooden pile 1 is also lifted upward. Therefore, not only placing but also drawing can be performed.
<6>地盤補強構造
木杭1と鋼管杭2は地盤に貫入し、一体の支持杭として地盤を補強するものであるが、木杭1は地下水位以深に配置し、地下水位変動域や地下水位より上部は鋼管杭2を配置する。(図1)
木杭1は、地下水位以深では空気に触れることがないため、腐朽処理が不要である。
しかし、地下水位変動域やその上部に木杭1を配置するとなると、空気に触れることで腐朽する恐れがあるため、腐朽処理が必要となる。
そのため、地下水位変動域や地下水位より上部には腐朽することがない鋼管杭2を配置することで、安価で環境に優しい木杭を使用しながら、全体として品質的に安定した地盤補強構造を構築することができる。
<6> Ground reinforcement structure The wooden pile 1 and the steel pipe pile 2 penetrate into the ground and reinforce the ground as an integral support pile, but the wooden pile 1 is placed deeper than the groundwater level, and the groundwater level fluctuation area and groundwater The steel pipe pile 2 is arranged above the position. (Figure 1)
Since the wooden pile 1 does not come into contact with the air below the groundwater level, it does not need to be rotted.
However, if the wooden pile 1 is arranged in the groundwater level fluctuation region or in the upper part thereof, it may be decayed by touching the air, so that decay processing is necessary.
Therefore, by placing steel pipe piles 2 that do not decay above the groundwater level fluctuation area and the groundwater level, while using cheap and environmentally friendly wooden piles, the ground reinforcement structure that is stable in quality as a whole Can be built.
[その他実施例]
上記実施例では、木杭1の上端と鋼管杭2の下端を連結したが、木杭1を鋼管杭2に内挿して連結してもよい。(図3)
このとき、木杭1の径は鋼管杭2に内挿可能な径とし、鉛直板21を鋼管杭2の内部に設ける。
そして、鋼管杭2の下端から木杭1を内挿し、スリット11に鉛直板21を嵌挿して、木杭1と鋼管杭2とを連結する。
木杭1の上端が鋼管杭2に内挿されるため、木杭1に作用した水平力が鋼管杭2の円周部分に分散される。また、鋼管杭2に作用した水平力も、木杭1の軸部分に分散される。このため、曲げ耐力の大きな地盤補強構造を構築することができる。
このように構成する場合には、鋼管杭2に、木杭1のボルト孔12と連続するようにボルト孔22を設けてもよい。これにより、ボルト孔22に作用する力が鋼管杭2に分散される。この場合、木杭1を鋼管杭2に内挿する長さが鉛直板21より長ければ、鉛直板21のボルト孔22は不要であり、木杭1のボルト孔12も、スリット11を貫通する必要がない。
[Other Examples]
In the said Example, although the upper end of the wooden pile 1 and the lower end of the steel pipe pile 2 were connected, you may insert the wooden pile 1 in the steel pipe pile 2, and may connect. (Figure 3)
At this time, the wooden pile 1 has a diameter that can be inserted into the steel pipe pile 2, and the vertical plate 21 is provided inside the steel pipe pile 2.
And the wooden pile 1 is inserted from the lower end of the steel pipe pile 2, the vertical board 21 is inserted in the slit 11, and the wooden pile 1 and the steel pipe pile 2 are connected.
Since the upper end of the wooden pile 1 is inserted into the steel pipe pile 2, the horizontal force acting on the wooden pile 1 is dispersed in the circumferential portion of the steel pipe pile 2. Further, the horizontal force acting on the steel pipe pile 2 is also distributed to the shaft portion of the wooden pile 1. For this reason, a ground reinforcement structure with a large bending strength can be constructed.
When comprised in this way, you may provide the
1・・・・木杭
11・・・スリット
12・・・ボルト孔
2・・・・鋼管杭
21・・・鉛直板
22・・・ボルト孔
3・・・・ボルト
4・・・・ナット
1 .... wood pile 11
Claims (3)
前記木杭の上端にスリットを設け、
前記鋼管杭の下端に鉛直板を形成し、
前記スリットに前記鉛直板を嵌挿して連結することを特徴とする、
木杭と鋼管杭の連結構造。 It is a connection structure of wood pile and steel pipe pile,
A slit is provided at the upper end of the wooden pile,
Forming a vertical plate at the lower end of the steel pipe pile;
The vertical plate is inserted and connected to the slit,
Connection structure of wood pile and steel pipe pile.
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JP2010000562A JP5422398B2 (en) | 2010-01-05 | 2010-01-05 | Connection structure of wood pile and steel pipe pile |
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JP2010000562A JP5422398B2 (en) | 2010-01-05 | 2010-01-05 | Connection structure of wood pile and steel pipe pile |
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JP2011140753A true JP2011140753A (en) | 2011-07-21 |
JP5422398B2 JP5422398B2 (en) | 2014-02-19 |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5494880B1 (en) * | 2013-09-26 | 2014-05-21 | 株式会社タケウチ建設 | Liquefaction countermeasure basic structure and liquefaction countermeasure construction method |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
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JP3045043U (en) * | 1997-07-03 | 1998-01-23 | 株式会社佐藤住建 | Construction fittings |
JP2000045572A (en) * | 1998-07-23 | 2000-02-15 | Kitasato Denki Koji Kk | Temporary electric pole for dwelling construction |
JP2001241036A (en) * | 2000-02-25 | 2001-09-04 | Fumio Kinoshita | Pile for foundation, upper pile member constituting foundation pile, joint fittings provided in upper pile member, and work method for foundation pile |
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2010
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Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3045043U (en) * | 1997-07-03 | 1998-01-23 | 株式会社佐藤住建 | Construction fittings |
JP2000045572A (en) * | 1998-07-23 | 2000-02-15 | Kitasato Denki Koji Kk | Temporary electric pole for dwelling construction |
JP2001241036A (en) * | 2000-02-25 | 2001-09-04 | Fumio Kinoshita | Pile for foundation, upper pile member constituting foundation pile, joint fittings provided in upper pile member, and work method for foundation pile |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5494880B1 (en) * | 2013-09-26 | 2014-05-21 | 株式会社タケウチ建設 | Liquefaction countermeasure basic structure and liquefaction countermeasure construction method |
JP2015063866A (en) * | 2013-09-26 | 2015-04-09 | 株式会社タケウチ建設 | Base structure for counteracting liquefaction and construction method for counteracting liquefaction |
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