JP2004183220A - Pile head joint structure, pile head joint hard ware and its construction method - Google Patents

Pile head joint structure, pile head joint hard ware and its construction method Download PDF

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Publication number
JP2004183220A
JP2004183220A JP2002347935A JP2002347935A JP2004183220A JP 2004183220 A JP2004183220 A JP 2004183220A JP 2002347935 A JP2002347935 A JP 2002347935A JP 2002347935 A JP2002347935 A JP 2002347935A JP 2004183220 A JP2004183220 A JP 2004183220A
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Japan
Prior art keywords
pile head
pile
mounting bracket
shaped
ring
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JP2002347935A
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Japanese (ja)
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JP3855922B2 (en
Inventor
Masaaki Suzuki
正明 鈴木
Makoto Ikeda
真 池田
Yasuo Ichinohe
康生 一戸
Koji Fukuda
浩司 福田
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Nippon Steel Corp
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Sumitomo Metal Industries Ltd
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Priority to JP2002347935A priority Critical patent/JP3855922B2/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a pile head joint structure excellent in construction in a site, a joint metal fixture and a construction method capable of having high reliability on tensile force or compressive force acting on an anchor reinforcement and reducing the number of components. <P>SOLUTION: The metal fixture 1 consisting of circular members 1a and 1b is mounted so as to hold a joint section from both sides to the joint section of a pile steel pipe 10. A plurality of U-shaped fitting grooves 3 are formed at a regular interval in the inner circumferential surface of the metal fixture 1, the lower end bending section of the anchor reinforcement 5 is mounted in a state to fit it to the fitting groove 3 to mount the U-shaped anchor reinforcement 5 in the form held between the outer circumferential surface of the butt section and the inner circumferential surface of the metal fixture 1. Furthermore, projection sections 11a and 11b and recess sections 4a and 4b fitted to each other are formed in the outer circumferential surface of the butt section and the inner circumferential surface section of the metal fixture 1, the butt structure can be utilized for positioning the metal fixture 1 or the like, and besides it can be contributed to the transfer of stress in a state to complete the butt joint section. <P>COPYRIGHT: (C)2004,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本願発明は、鋼管杭や鋼管コンクリート杭等の基礎杭を構成する杭鋼管の杭頭部と、その上部に位置するフーチング、スラブ等のコンクリート構造体とを定着筋を介して接合した杭頭接合構造、杭頭接合金具および杭頭接合部の施工方法に関するものである。
【0002】
【従来の技術】
構造物の基礎に用いられる鋼管杭または鋼管コンクリート杭の杭頭部とフーチング等のコンクリート構造体との接合構造の1つに、鉄筋等を介してこれらを接合する構造がある。
【0003】
具体的には、図7に示すように杭頭部の鋼管21の内部に鉄筋籠22を挿入する鉄筋籠方式、図8に示すように杭頭部の鋼管21の外周に鉄筋24を溶接するひげ筋方式、ネジ鉄筋をネジ孔付接続具としてのカプラーで固定するカプラー方式(特許文献1参照)等がある。
【0004】
しかし、鉄筋籠方式は鉄筋の配置スペースが狭くなるため、鉄筋が過密配筋となり施工性に劣る。また、鋼管内部に鉄筋が配置されるため、曲げに対しての断面効率が悪いといった問題がある。
【0005】
また、ひげ筋方式は、鉄筋を鋼管に溶接する場合の施工性、溶接品質に問題がある。特許文献1記載のカプラー方式もひげ筋方式と同様にカプラーと鋼管の施工性、溶接性等に問題があり、専用カプラー等によるコストアップも問題となる。
【0006】
このような問題を解決するものとして、本件出願人は下方に円弧状部を有する接続金具を基礎杭の杭頭部外周に取り付け、杭頭定着筋としてこの接続金具の円弧状部に対応してU字形状に形成された接合鉄筋を固定した杭頭接合構造を開発している(特許文献2参照)。
【0007】
この他、特許文献3には、杭頭アンカー筋の取付構造として、杭頭部の外周面に固定されたバンド状の接合具に、溶接あるいはナット等により杭頭アンカー筋を取り付けるものが記載されており、バンド状の接合具は例えばリングを2分割した形状のものを高力ボルト等で締め付けて固定することとしている。
【0008】
【特許文献1】
特公平03−054736号公報
【特許文献2】
特開2002−115256号公報
【特許文献3】
特開2002−146781号公報
【特許文献4】
特開2002−256552号公報
【0009】
【発明が解決しようとする課題】
上述のように、従来の鋼管杭または鋼管コンクリート杭の杭頭接合構造には、定着筋の配置スペースによる過密配筋、施工性、曲げに対する断面効率の問題や、特殊なカプラーを用いることによるコスト、溶接性、施工性、品質の問題、鋼重の増加によるコスト、施工性の問題、定着効果の問題等、種々の解決すべき課題がある。
【0010】
また、U字状の定着筋を利用した特許文献2記載のものは、定着筋に作用する引張力に対する信頼性が高いが、部品数が多くなるため施工性の問題があり、その他圧縮力に対する耐力の問題、定着筋の位置の調整が難しいといった問題がある。
【0011】
また、特許文献3記載のものは、アンカー筋をバンド状の接合具に溶接する場合には、現場溶接が困難であり、予め溶接した場合には運搬等に不都合となる。また、アンカー筋をナット等で取り付ける場合も含め、アンカー筋に作用する引張力や圧縮力に対する耐力の問題がある。
【0012】
本願発明は、上述のような従来技術における課題の解決を図ったものであり、定着筋に作用する引張力や圧縮力に対する信頼性が高く、かつ部品数を少なく抑えることができ、現場における施工に優れた杭頭接合構造、接合金具、および施工方法を提供することを目的としている。
【0013】
【課題を解決するための手段】
本願の請求項1に係る発明は、基礎杭を構成する杭鋼管の杭頭部と上部のコンクリート構造体とを、杭軸方向に延びコンクリート内に定着される複数本の定着筋を介して接合してなる杭頭接合構造において、前記定着筋として下端に屈曲部を有する複数のU字状の定着筋を用い、前記杭頭部の外周部または上端部に取り付けられるリング状の取付金具の周方向に間隔をおいて形成された嵌合溝または嵌合孔に前記U字状の定着筋の下端屈曲部を嵌合して取り付けてあることを特徴とするものである。
【0014】
ここでいう上部のコンクリート構造体は、通常はフーチングやスラブ、基礎梁等であるが、直接柱が接合される場合等、杭頭部が接合されるコンクリート構造体であれば特に限定されない。
【0015】
定着筋は、例えば鉄筋の中央部をU字状に屈曲加工したもの等を用いることができるが、ワイヤー状のものをU字状に屈曲させたもの、その他杭頭部と上部のコンクリート構造体間で応力の伝達が図るものであれば、鉄筋以外の材質のものでもよい。
【0016】
上記構成においては、基本的にはU字状の定着筋の屈曲部が嵌合溝または嵌合孔に嵌合されることで定着筋が取り付けられるとともに、嵌合部において引張力やその形態によっては圧縮力にも抵抗させることができ、杭鋼管(鋼管杭の場合は杭そのもの、鋼管コンクリート杭の場合はコンクリートが充填されている鋼管)と、上部のコンクリート構造体を無溶接で接合することができ、溶接の場合の施工性や品質の問題を排除し得る。
【0017】
また、カプラーのような特殊な金物を必要とせず、取付金具と複数のU字状の定着筋以外は、必要に応じこれらを接合するための最小限の部品を用いるか、あるいはグラウトを利用するなど、部品数を抑えることで安価な接合が可能となる。
【0018】
請求項2に係る発明は、請求項1に係る杭頭接合構造において、前記リング状の取付金具が周方向に複数に分割された部材からなり、前記杭頭部の外周面に取り付けられていることを特徴とするものである。
【0019】
取付金具を杭頭部の外周面に取り付ける場合には、リング状の取付金具を2分割または3分割以上とすることで、杭頭部の外周面に比較的容易に密着させた形で取り付けることができる。なお、形態によっては必ずしも密着させない場合もあり得る。
【0020】
また、分割数は少ないほど部品数を抑えることができ、かつ分割した部材どうしの連結箇所も少なくなるため、通常は、2分割または3分割程度とするのが好ましい。
【0021】
請求項3に係る発明は、さらに請求項2に係る杭頭接合構造において、周方向に複数に分割された前記部材が、該部材の両端部に形成された連結部どうしの緊結により、前記杭頭部の外周面に取り付けられていることを特徴とするものである。
【0022】
例えば、リング状の取付金具を構成する部材の端部にボルト接合のための連結部を設けておき、高力ボルト等を利用して緊結することで取付金具の周方向に緊張力を導入することができ、その緊張力を利用して杭頭部の外周面に密着固定させることができる。
【0023】
請求項4に係る発明は、請求項2または3に係る杭頭接合構造において、周方向に分割された前記部材の内周面および前記杭頭部の外周面に互いに嵌合する凹凸が形成されていることを特徴とするものである。
【0024】
取付金具の内周面と杭頭部の接触面が平坦な場合、取付金具の取付けの際に手間を要したり、取付け後もずれが生ずる恐れが考えられるが、互いに嵌合する凹凸が形成されていることで、これらの凹凸を位置決めに利用したり、取付けの際の仮固定あるいは仮支持に利用することができる。また、取付け後は凹凸部分での応力伝達効果も得られる。
【0025】
これらの凹凸は、例えば取付金具を構成する部材の内周面または杭頭部に凹部を削り出すか、あるいは取付金具や杭鋼管の成形時にあらかじめ凹部を形成しておいたり、杭頭部に鋼材をリング状に巻いたりする(例えば、溶接等により固定する)ことで形成させることができる。
【0026】
請求項5に係る発明は、請求項1、2、3または4に係る杭頭接合構造において、前記嵌合溝が前記リング状の取付金具の内周面に形成されており、前記U字状の定着筋が前記杭頭部の外周面と前記リング状の取付金具の内周面との間に挟み込まれていることを特徴とするものである。
【0027】
取付金具が杭頭部の外周面に取り付けられる場合、嵌合溝を取付金具の内周面側に形成し、U字状の定着筋の下端屈曲部を嵌合溝内に納めた状態で、取付金具を杭頭部に取り付けることで、U字状の定着筋の取付金具からの抜け出しが防止でき、コンクリート構造体側からの引張力だけでなく、圧縮力にも抵抗させることができる。
【0028】
請求項6に係る発明は、請求項1に係る杭頭接合構造において、前記リング状の取付金具が前記杭頭部の外周面または上端部に溶接されていることを特徴とするものである。
【0029】
リング状の取付金具が溶接されていれば、この取付け金具に別部品としての限られた部品数のU字状の定着筋を取り付けることで、現場作業を煩雑にすることなく、安定した杭頭接合構造を得ることができる。
【0030】
なお、リング状の取付金具の杭鋼管への溶接を工場溶接とすれば、現場での溶接が不要となり、またU字状の定着筋は現場で無溶接で取り付けることができるため、現場作業は容易となる。
【0031】
請求項7に係る発明は、請求項1、2、3、4または6に係る杭頭接合構造において、前記U字状の定着筋が前記リング状の取付金具と該リング状の取付金具に取り付けたカバープレートとの間に挟み込まれていることを特徴とするものである。
【0032】
例えば、嵌合溝を取付金具の外周面に設けた場合には、U字状の定着筋を嵌合溝に嵌合したままでは安定的に保持できないため、請求項7に係る発明では、取付金具にカバープレートを設けることで、取付金具とカバープレートの間にU字状の定着筋を挟み込んで抜け出しを防止するとともに、引張力、圧縮力に抵抗できるようにしたものである。
【0033】
なお、請求項1に係る発明において、U字状の定着筋を嵌合溝でなく取付金具に設けられた嵌合孔に嵌合する場合、U字状の定着筋の両端の2つの立ち上がり部を下から2つの嵌合孔に差し込むか、または定着筋が変形追従性を有する場合には、定着筋の一端をU字状に形成される嵌合孔の一端に挿入して他端から引き出すといったことが必要となる。
【0034】
前者の場合、コンクリート構造体からの引抜力に対しては抵抗できるが、そのままでは圧縮力に抵抗できないため、上記外周面側のカバープレートと同様に、U字状の定着筋を差し込んだ取付金具の下面側にカバープレートを取り付ければ、カバープレートにより圧縮力が作用したときの定着筋の抜け出しを防止し、圧縮力に抵抗させることができる。
【0035】
本願の請求項8に係る杭頭接合金具は、上記請求項1〜7に係る杭頭接合構造に適用可能な接合金具であり、基礎杭を構成する杭鋼管の杭頭部の外周部または上端部に取り付けられるリング状の取付金具と、前記取付金具の周方向に間隔をおいて配置される複数のU字状の定着筋とからなり、前記U字状の定着筋の下端屈曲部が前記取付金具に形成された嵌合溝または嵌合孔に嵌合されるようになっていることを特徴とするものである。
【0036】
リング状の取付金具と、U字状の定着筋は、請求項1〜7に係る杭頭接合構造の説明で述べた通りである。
【0037】
請求項9に係る発明は、請求項8に係る杭頭接合金具において、前記リング状の取付金具が周方向に複数に分割された部材からなり、前記部材の両端に形成された連結部どうしの緊結により、前記杭頭部の外周面に固定されるようにしたことを特徴とするものである。
【0038】
この請求項9に係る杭頭接合金具は、請求項3に係る杭頭接合構造に適用されるものであり、分割された部材どうしを高力ボルト等を利用して緊結することで取付金具の周方向に緊張力を導入しつつ、杭頭部の外周面に密着固定させることができる。
【0039】
本願の請求項10に係る杭頭接合部の施工方法は、基礎杭を構成する杭鋼管の杭頭部と上部のコンクリート構造体とを、杭軸方向に延びコンクリート内に定着される複数本の定着筋を介して接合する杭頭接合部の施工方法において、前記定着筋としてのU字状の定着筋の下端屈曲部を、リング状の取付金具の周方向に間隔をおいて形成された嵌合溝または嵌合孔に嵌合し、該リング状の取付金具を前記杭頭部の外周部または上端部に取り付けた後、前記コンクリート構造体を構成するコンクリートを打設し、前記定着筋の上部を前記コンクリート内に定着させることを特徴とするものである。
【0040】
請求項10は、上記請求項1〜7に係る杭頭接合構造を形成するための施工方法の一つを与えるものであるが、請求項1〜7に係る杭頭接合構造の具体的な形成方法については、種々の態様が考えられる。
【0041】
【発明の実施の形態】
図1および図2は、本願発明の一実施形態を示したものである。
【0042】
杭頭接合金具を構成するリング状の取付金具1はリングを2分割した2つの円弧状の部材1a,1bからなり、図2に示すように両側から杭鋼管10の杭頭部を挟み込むようにして、部材1a,1bの両端に設けられた連結部2どうしをボルト孔2aを利用してボルト接合することで、杭頭部に取り付けることができる。
【0043】
部材1a,1bからなるリング状の取付金具1の内周面には、U字状の嵌合溝3が所定間隔をおいて複数形成されており、この嵌合溝3にU字状の定着筋5の下端屈曲部が嵌合され、その状態で図2(c) に示すように、取付金具1を杭鋼管10の外周面に取り付けることで、嵌合溝3に嵌合したU字状定着筋5が杭頭部の外周面と取付金具1の内周面との間に挟み込まれた形で取り付けられる。
【0044】
嵌合溝3内には必要に応じてモルタルまたは合成樹脂等のグラウト材を充填することで、その硬化によりU字状定着筋5のガタをなくし、応力の伝達をよりスムーズとすることができる。
【0045】
また、この杭鋼管10の杭頭部の外周面には鋼材を周方向に2条、溶接等により取り付けて凸部11a,11bを形成し、取付金具1の内周面にはこれらの凸部11a,11bに対応する位置に2条の凹部4a,4bを形成し、互いに嵌合可能としている。
【0046】
なお、この例では、図2(a) に示すように取付金具1の凹部4a,4b部分にテーパーを付けて凸部11a,11bとの嵌合がスムーズになるようにしており、またこのテーパーにより製造寸法誤差を吸収することができる。
【0047】
さらに、このように、凸部11a,11bと凹部4a,4bを互いに嵌合可能に設けることで、これらを位置決めに利用したり、取付けの際の仮固定あるいは仮支持に利用することができる。
【0048】
また、これらの嵌合部に沿って取付金具1の位置を修正できるため、フーチング等の上部のコンクリート構造体の配筋等における施工性を向上させることができ、取付け後についても、この部分で取付金具1と杭鋼管10間の応力伝達が図れる。
【0049】
図3は、本願発明における接合金具の他の実施形態について、その周方向の一部と鉛直断面を示したものである。
【0050】
この例では、取付金具1に嵌合溝でなく、嵌合孔3aを形成し、嵌合孔3aに下からU字状定着筋5を嵌合している。その状態ではU字状定着筋5が抜け落ちる恐れがあるため、図3(a) に示すようにナット6で固定したり(U字状定着筋5にねじを切っておく)、あるいは図3(b) に示すように嵌合孔3aの下端開口部を塞ぐカバープレート7を取り付けることが考えられる。
【0051】
図中、符号4は図1および図2の実施形態における凹部4a,4bに対応するものであり、杭鋼管側の凸部を1条とした場合には、取付金具1側の凹部4も1条となる。
【0052】
図4は、本願発明における接合金物のさらに他の実施形態を示したもので、図3の例ではU字状定着筋5の上方に延びる両端部が周方向に並んでいるのに対し、図4の例ではU字状定着筋5の上方に延びる両端部が径方向に並んでいる場合であり、定着筋を2重配筋の形で増やす必要がある場合等に適している。
【0053】
図5は、本願発明における接合金具のさらに他の実施形態を示したもので、複数のU字状定着筋5を取り付けた取付金具1が取り付けられる杭鋼管10の杭頭部に取付金具1の全高分の嵌合凹部8を形成し、取付金具1をこの嵌合凹部8に嵌合して取り付けられるようにしたものである。
【0054】
この場合も取付金具1としてリングを2分割したものを用い、ボルト等による緊結によって取付金具1を杭頭部に固定したり、あるいは取付金具1を構成する各部材を直接杭頭部にボルトその他で固定するなど、取付金具1の取付け方法は任意である。
【0055】
図6は、本願発明における接合金具のさらに他の実施形態における要部を示したもので、図6(a) はリング状の取付金具1を杭鋼管10の上端部に完全溶込み溶接(溶接部13)により固定した場合の断面図、図6(b) はその正面図である。また、図6(d) はリング状の取付金具1を杭鋼管10の外周部に隅肉溶接(溶接部14)により固定した場合の断面図である。
【0056】
これらは、取付金具1の外周面側に間隔をおいてU字状の嵌合溝3が複数形成されており、嵌合溝3にU字状定着筋5の下端屈曲部を嵌合させ、嵌合部分をカバープレート9で押さえつけることで、U字状定着筋5の側方からの抜け出しを防止している。
【0057】
カバープレート9は、図6(c) に示すようにリングを2分割した部材9a,9bの端部どうしをボルト等で緊結して締め付けるものでもよいし、各U字状定着筋5の取付け位置毎にボルト12で取付金具1または杭鋼管10に止め付けるものでもよい。
【0058】
なお、図1および図2の実施形態において説明したように、以上の各実施形態において、U字状定着筋5が定着される嵌合溝3または嵌合孔3aに、U字状定着筋5との隙間を埋めるモルタル、あるいは樹脂等のグラウト材を充填すれば、U字状定着筋5のガタがなくなり、また3軸的拘束効果が発揮されることで、引張力および圧縮力に対し十分な応力伝達を図ることができる。
【0059】
また、グラウト材の充填により、ナット6等を省略する場合には、その締め付け手間が不要となり、施工性がさらに向上する。
【0060】
【発明の効果】
本願発明によれば、杭鋼管と上部のコンクリート構造体を原則として無溶接で、また特殊な接合金物を必要とせず、少ない部品数で接合することができ、品質が安定した安価で施工性の良い杭頭接合部が得られる。
【0061】
杭頭連結材としてU字状に折り曲げた定着筋取り付けた接合金具を取り付けることにより、引張力に対し高い抵抗力を得ることができ、またU字状の嵌合溝に嵌合させて取り付けた場合には引張力だけでなく圧縮力に対しても高い耐力を発揮させることができる。
【図面の簡単な説明】
【図1】本願発明における接合金具(取付金具部分のみ)の一実施形態を示したもので、(a) は平面図、(b) はそのC−C線矢視図である。
【図2】(a) は図1のA−A線断面図、(b) は図1のB−B線展開図、(c) は図1の取付金具(二点鎖線)の杭鋼管の杭頭部への接合形態を示す正面図、(d) は同じく平面図である。
【図3】本願発明における接合金具の他の実施形態を示したもので、(a) は接合金具の一部を示す斜視図、(b) はその鉛直断面図である。
【図4】本願発明における接合金物のさらに他の実施形態を示したもので、(a) は接合金物の一部を示す斜視図、(b) はその鉛直断面図である。
【図5】本願発明における接合金具のさらに他の実施形態を示したもので、(a) は接合金具の一部を示す正面図、(b) はその杭鋼管杭頭部への接合形態を示す鉛直断面図である。
【図6】本願発明における接合金具のさらに他の実施形態における要部を示したもので、(a) は取付金具を杭鋼管の上端部に完全溶込み溶接により固定した場合の一形態を示す鉛直断面図、(b) はその正面図、(c) はカバープレートの平面図、(d) は取付金具を杭鋼管の外周部に隅肉溶接により固定した場合の一形態を示す鉛直断面図である。
【図7】従来例としての鉄筋籠方式を示したもので、(a) は水平断面図、(b) は鉛直断面図である。
【図8】従来例としての溶接ひげ筋方式を示したもので、(a) は水平断面図、(b) は鉛直断面図、(c) は定着筋溶接部分の拡大図である。
【符号の説明】
1…取付金具、1a,1b…取付金具の構成部材、2…連結部、2a…ボルト孔、3…嵌合溝、3a…嵌合孔、4,4a,4b…凹部、5…U字状定着筋、6…ナット、7…カバープレート、8…嵌合凹部、9…カバープレート、10…杭鋼管、11a,11b…凸部、12…ボルト、13…溶接部(完全溶込み溶接)、14…溶接部(隅肉溶接)、21…杭鋼管、22…鉄筋籠、23…フーチング、24…鉄筋、25…溶接
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a pile head joint in which a pile head of a pile steel pipe constituting a foundation pile such as a steel pipe pile or a steel pipe concrete pile and a concrete structure such as a footing or a slab located above the pile head are connected via anchoring bars. The present invention relates to a structure, a pile head joint fitting, and a construction method of a pile head joint part.
[0002]
[Prior art]
As one of joining structures between a pile head of a steel pipe pile or a steel pipe concrete pile used as a foundation of a structure and a concrete structure such as a footing, there is a structure in which these are joined via a reinforcing bar or the like.
[0003]
More specifically, as shown in FIG. 7, a reinforcing rod cage system in which a reinforcing rod cage 22 is inserted into a steel pipe 21 at the pile head, and a reinforcing rod 24 is welded to the outer periphery of the steel pipe 21 at the pile head as shown in FIG. There are a beard type, a coupler type in which a screw rebar is fixed with a coupler as a connection device with a screw hole (see Patent Document 1).
[0004]
However, the reinforcing bar cage method has a narrow arrangement space for the reinforcing bars, and the reinforcing bars are densely arranged, resulting in poor workability. Further, since the reinforcing steel is arranged inside the steel pipe, there is a problem that the sectional efficiency with respect to bending is low.
[0005]
Further, the beard bar method has problems in workability and welding quality when welding a reinforcing bar to a steel pipe. The coupler system described in Patent Document 1 also has problems in the workability, weldability, and the like of the coupler and the steel pipe, as in the case of the beard bar system, and also raises the cost due to a dedicated coupler and the like.
[0006]
In order to solve such a problem, the present applicant attaches a connection fitting having an arc-shaped part below to the outer periphery of the pile head of the foundation pile, and as a pile head anchoring stud corresponding to the arc-shaped part of this connection fitting. A pile head joint structure in which a joint reinforcing bar formed in a U-shape is fixed has been developed (see Patent Document 2).
[0007]
In addition, Patent Literature 3 discloses, as a mounting structure for a pile head anchor bar, a structure in which a pile head anchor bar is attached to a band-like connector fixed to an outer peripheral surface of a pile head by welding or a nut. The band-shaped connector is, for example, a ring obtained by dividing a ring into two parts, and fixed by tightening with a high-strength bolt or the like.
[0008]
[Patent Document 1]
Japanese Patent Publication No. 03-054736 [Patent Document 2]
JP 2002-115256 A [Patent Document 3]
JP 2002-146781 A [Patent Document 4]
JP 2002-256552 A
[Problems to be solved by the invention]
As mentioned above, the pile head joint structure of conventional steel pipe piles or steel pipe concrete piles has the problem of tight rebar arrangement due to the arrangement space of anchoring bars, workability, section efficiency against bending, and the cost of using a special coupler. There are various problems to be solved, such as problems of weldability, workability, quality, cost due to increase of steel weight, workability, and fixing effect.
[0010]
Further, the one described in Patent Document 2 using a U-shaped fixing streak has a high reliability with respect to a tensile force acting on the fixing streak, but has a problem of workability due to an increase in the number of parts, and has a problem with other compressive forces. There is a problem of proof stress and difficulty in adjusting the position of the anchoring muscle.
[0011]
Further, in the case of Patent Document 3, it is difficult to perform on-site welding when an anchor bar is welded to a band-like connector, and if it is welded in advance, it becomes inconvenient for transportation and the like. In addition, there is a problem in the resistance to the tensile force and the compressive force acting on the anchor bar including the case where the anchor bar is attached with a nut or the like.
[0012]
The present invention is intended to solve the above-mentioned problems in the prior art, and has high reliability with respect to tensile force and compressive force acting on anchoring muscles, and can reduce the number of parts. It is an object of the present invention to provide a pile head joint structure, a joint fitting, and a construction method which are excellent in quality.
[0013]
[Means for Solving the Problems]
The invention according to claim 1 of the present application joins a pile head of a pile steel pipe constituting a foundation pile and an upper concrete structure via a plurality of anchoring bars extending in the pile axis direction and anchored in the concrete. In the pile head joint structure, a plurality of U-shaped anchoring bars having a bent portion at a lower end are used as the anchoring bars, and the periphery of a ring-shaped mounting bracket attached to an outer peripheral portion or an upper end portion of the pile head is used. The lower end bent portion of the U-shaped fixing stud is fitted and attached to a fitting groove or a fitting hole formed at intervals in the direction.
[0014]
The upper concrete structure referred to here is usually a footing, a slab, a foundation beam, or the like, but is not particularly limited as long as it is a concrete structure to which a pile head is connected, such as when columns are directly connected.
[0015]
As the anchoring bars, for example, those obtained by bending a central portion of a reinforcing bar into a U-shape or the like can be used, but those obtained by bending a wire-shaped bar into a U-shape, and other pile heads and an upper concrete structure A material other than a reinforcing bar may be used as long as the stress can be transmitted between them.
[0016]
In the above configuration, basically, the fixing line is attached by fitting the bent portion of the U-shaped fixing line into the fitting groove or the fitting hole, and the tensile force or the form at the fitting portion Can withstand the compressive force, and the pile steel pipe (steel pipe in case of steel pipe pile, steel pipe filled with concrete in case of steel pipe concrete pile) and the upper concrete structure are joined without welding The problem of workability and quality in the case of welding can be eliminated.
[0017]
Also, there is no need for special hardware such as couplers, and, except for the mounting bracket and the plurality of U-shaped fixing streaks, use the minimum parts for joining these as necessary, or use grout. Inexpensive bonding is possible by reducing the number of components.
[0018]
According to a second aspect of the present invention, in the pile head joint structure according to the first aspect, the ring-shaped mounting member is formed of a plurality of members divided in a circumferential direction, and is attached to an outer peripheral surface of the pile head. It is characterized by the following.
[0019]
When attaching the mounting bracket to the outer peripheral surface of the pile head, the ring-shaped mounting bracket should be divided into two or more than three parts so that it can be attached relatively easily to the outer peripheral surface of the pile head. Can be. Note that, depending on the form, it may not always be necessary to closely contact.
[0020]
In addition, the smaller the number of divisions, the more the number of parts can be reduced, and the number of connection points between the divided members also decreases.
[0021]
According to a third aspect of the present invention, in the pile head joint structure according to the second aspect, the member divided into a plurality in the circumferential direction is formed by binding between connecting portions formed at both ends of the member. It is characterized by being attached to the outer peripheral surface of the head.
[0022]
For example, a connecting portion for bolt connection is provided at an end of a member constituting a ring-shaped mounting bracket, and a tension is introduced in a circumferential direction of the mounting bracket by tightening using a high-strength bolt or the like. It can be tightly fixed to the outer peripheral surface of the pile head using the tension.
[0023]
According to a fourth aspect of the present invention, in the pile head joint structure according to the second or third aspect, the inner and outer peripheral surfaces of the member divided in the circumferential direction and the outer peripheral surface of the pile head are provided with irregularities to be fitted to each other. It is characterized by having.
[0024]
If the contact surface between the inner peripheral surface of the mounting bracket and the pile head is flat, it may be time-consuming to attach the mounting bracket, or it may be displaced even after the mounting, but irregularities that fit together will be formed. By doing so, these irregularities can be used for positioning, and can be used for temporary fixing or temporary support at the time of attachment. Further, after the attachment, a stress transmitting effect in the uneven portion can be obtained.
[0025]
These irregularities may be obtained by, for example, shaving a concave portion on the inner peripheral surface of the member constituting the mounting bracket or the pile head, forming a concave portion in advance at the time of forming the mounting bracket or the pile steel pipe, or forming a steel material on the pile head. Can be formed by winding (for example, fixing by welding or the like) in a ring shape.
[0026]
According to a fifth aspect of the present invention, in the pile head joint structure according to the first, second, third, or fourth aspect, the fitting groove is formed on an inner peripheral surface of the ring-shaped mounting bracket, and the U-shape is provided. Wherein the anchoring stud is sandwiched between the outer peripheral surface of the pile head and the inner peripheral surface of the ring-shaped mounting bracket.
[0027]
When the mounting bracket is mounted on the outer peripheral surface of the pile head, the fitting groove is formed on the inner peripheral surface side of the mounting bracket, and the lower end bent portion of the U-shaped fixing streak is accommodated in the fitting groove. By attaching the mounting bracket to the pile head, it is possible to prevent the U-shaped fixing streaks from coming out of the mounting bracket, and to resist not only the tensile force from the concrete structure side but also the compressive force.
[0028]
The invention according to claim 6 is the pile head joint structure according to claim 1, wherein the ring-shaped mounting bracket is welded to an outer peripheral surface or an upper end of the pile head.
[0029]
If a ring-shaped mounting bracket is welded, a stable pile head can be installed without complicating the on-site work by attaching a U-shaped fixing streak with a limited number of separate parts to this mounting bracket. A joint structure can be obtained.
[0030]
If the ring-shaped mounting bracket is welded to the pile steel pipe by factory welding, on-site welding is not required, and the U-shaped anchoring streak can be attached on-site without welding. It will be easier.
[0031]
The invention according to claim 7 is the pile head joint structure according to claim 1, 2, 3, 4, or 6, wherein the U-shaped fixing streak is attached to the ring-shaped mounting bracket and the ring-shaped mounting bracket. And a cover plate sandwiched therebetween.
[0032]
For example, in the case where the fitting groove is provided on the outer peripheral surface of the mounting bracket, the U-shaped fixing streak cannot be stably held while being fitted in the fitting groove. By providing a cover plate on the metal fitting, a U-shaped fixing streak is sandwiched between the mounting metal and the cover plate to prevent the metal fitting from coming off, and to resist a tensile force and a compressive force.
[0033]
In the invention according to claim 1, when the U-shaped fixing streak is fitted not in the fitting groove but in the fitting hole provided in the mounting bracket, two rising portions at both ends of the U-shaped fixing streak are provided. Into the two fitting holes from below, or if the fixing streaks have deformation followability, insert one end of the fixing streaks into one end of the U-shaped fitting hole and pull out from the other end It is necessary.
[0034]
In the former case, it is possible to resist the pull-out force from the concrete structure, but it cannot resist the compressive force as it is, and therefore, like the cover plate on the outer peripheral surface side, a mounting bracket having a U-shaped fixing streak inserted therein. If a cover plate is attached to the lower surface of the cover plate, it is possible to prevent the fixing streaks from coming off when a compressive force acts on the cover plate and to resist the compressive force.
[0035]
The pile head joint fitting according to claim 8 of the present application is a joint fitting applicable to the pile head joint structure according to claims 1 to 7, and is an outer peripheral portion or an upper end of a pile head of a pile steel pipe constituting a foundation pile. A ring-shaped mounting bracket attached to the portion, and a plurality of U-shaped fixing streaks arranged at intervals in the circumferential direction of the mounting bracket, the lower end bent portion of the U-shaped fixing streaks is It is characterized in that it is adapted to be fitted into a fitting groove or a fitting hole formed in the mounting bracket.
[0036]
The ring-shaped mounting bracket and the U-shaped fixing streaks are as described in the description of the pile head joint structure according to claims 1 to 7.
[0037]
According to a ninth aspect of the present invention, in the pile head joint according to the eighth aspect, the ring-shaped mounting member is formed of a plurality of members divided in a circumferential direction, and a connection portion formed at both ends of the member. It is characterized in that the pile is fixed to the outer peripheral surface of the head portion by binding.
[0038]
The pile head joint fitting according to the ninth aspect is applied to the pile head joint structure according to the third aspect, and the divided members are tied together by using a high-strength bolt or the like to thereby provide a mounting bracket. It can be tightly fixed to the outer peripheral surface of the pile head while introducing tension in the circumferential direction.
[0039]
The construction method of a pile head joint according to claim 10 of the present application is a method of constructing a foundation pile, comprising: a pile head of a pile steel pipe and an upper concrete structure; In the method of constructing a pile head joint portion to be joined via an anchoring bar, the lower end bent portion of the U-shaped anchoring bar serving as the anchoring bar is formed with a gap formed in the circumferential direction of a ring-shaped mounting bracket at intervals. After fitting into the mating groove or the fitting hole and attaching the ring-shaped mounting bracket to the outer peripheral portion or the upper end portion of the pile head, the concrete constituting the concrete structure is poured, and The upper part is fixed in the concrete.
[0040]
Claim 10 provides one of the construction methods for forming the pile head joint structure according to claims 1 to 7, and specifically forms the pile head joint structure according to claims 1 to 7. Various aspects are conceivable for the method.
[0041]
BEST MODE FOR CARRYING OUT THE INVENTION
1 and 2 show one embodiment of the present invention.
[0042]
The ring-shaped mounting bracket 1 constituting the pile head joint bracket is composed of two arc-shaped members 1a and 1b obtained by dividing the ring into two parts, and as shown in FIG. 2, the pile head of the pile steel pipe 10 is sandwiched from both sides. Thus, the connection portions 2 provided at both ends of the members 1a and 1b are bolted together using the bolt holes 2a, so that the connection portions 2 can be attached to the pile head.
[0043]
A plurality of U-shaped fitting grooves 3 are formed at predetermined intervals on the inner peripheral surface of the ring-shaped mounting member 1 composed of the members 1a and 1b. The lower end bent portion of the streak 5 is fitted, and in this state, as shown in FIG. 2 (c), the mounting bracket 1 is attached to the outer peripheral surface of the pile steel pipe 10 so that the U-shaped fitting fitted to the fitting groove 3 is achieved. The anchoring streak 5 is attached in a form sandwiched between the outer peripheral surface of the pile head and the inner peripheral surface of the mounting bracket 1.
[0044]
By filling the fitting groove 3 with a grout material such as mortar or synthetic resin as necessary, the hardening of the fitting groove 3 eliminates backlash of the U-shaped fixing streaks 5 and makes it possible to transmit stress more smoothly. .
[0045]
Further, on the outer peripheral surface of the pile head of the pile steel pipe 10, two steel members are circumferentially attached by welding or the like to form convex portions 11 a and 11 b, and these convex portions are formed on the inner peripheral surface of the mounting bracket 1. Two recesses 4a and 4b are formed at positions corresponding to 11a and 11b, and can be fitted to each other.
[0046]
In this example, as shown in FIG. 2 (a), the recesses 4a and 4b of the mounting bracket 1 are tapered so that the fitting with the projections 11a and 11b is smooth. Thereby, manufacturing dimensional errors can be absorbed.
[0047]
Furthermore, by providing the protrusions 11a and 11b and the recesses 4a and 4b in such a manner that they can be fitted to each other, they can be used for positioning, or can be used for temporary fixing or temporary support during mounting.
[0048]
In addition, since the position of the mounting bracket 1 can be corrected along these fitting portions, the workability in the arrangement of reinforcing bars or the like in the upper concrete structure such as footing can be improved. Stress transmission between the mounting bracket 1 and the pile steel pipe 10 can be achieved.
[0049]
FIG. 3 shows a part in the circumferential direction and a vertical cross section of another embodiment of the joining fitting of the present invention.
[0050]
In this example, not the fitting groove but the fitting hole 3a is formed in the mounting bracket 1, and the U-shaped fixing streak 5 is fitted into the fitting hole 3a from below. In this state, the U-shaped fixing streak 5 may fall off. Therefore, the U-shaped fixing streak 5 may be fixed with a nut 6 as shown in FIG. It is conceivable to attach a cover plate 7 for closing the lower end opening of the fitting hole 3a as shown in FIG.
[0051]
In the drawings, reference numeral 4 corresponds to the concave portions 4a and 4b in the embodiment of FIGS. 1 and 2, and when the convex portion on the pile steel pipe side is one, the concave portion 4 on the mounting bracket 1 side is also one. Article.
[0052]
FIG. 4 shows a further embodiment of the metal joint according to the present invention. In the example of FIG. 3, both ends extending above the U-shaped fixing streak 5 are arranged in the circumferential direction. In the example of No. 4, the case where the both ends extending above the U-shaped fixing streaks 5 are arranged in the radial direction is suitable for the case where it is necessary to increase the number of fixing streaks in the form of double bars.
[0053]
FIG. 5 shows still another embodiment of the joint fitting according to the present invention. The joint fitting 1 to which the plurality of U-shaped fixing streaks 5 are attached is attached to a pile head of a pile steel pipe 10 to which the fitting 1 is attached. A fitting recess 8 corresponding to the entire height is formed, and the mounting bracket 1 is fitted into the fitting recess 8 to be mounted.
[0054]
Also in this case, a ring obtained by dividing the ring into two parts is used as the mounting bracket 1, and the mounting bracket 1 is fixed to the pile head by fastening with bolts or the like, or each member constituting the mounting bracket 1 is directly bolted to the pile head. For example, the mounting method of the mounting bracket 1 is arbitrary.
[0055]
FIG. 6 shows a main part of still another embodiment of the joint fitting according to the present invention, and FIG. 6 (a) shows a ring-shaped fitting 1 completely penetrated into the upper end of the pile steel pipe 10 by welding. FIG. 6B is a cross-sectional view of a case where the fixing is performed by the part 13), and FIG. FIG. 6D is a cross-sectional view when the ring-shaped mounting bracket 1 is fixed to the outer peripheral portion of the pile steel pipe 10 by fillet welding (welded portion 14).
[0056]
In these, a plurality of U-shaped fitting grooves 3 are formed at intervals on the outer peripheral surface side of the mounting bracket 1, and the lower end bent portion of the U-shaped fixing streak 5 is fitted into the fitting groove 3, By pressing the fitting portion with the cover plate 9, the U-shaped fixing streaks 5 are prevented from coming out from the side.
[0057]
As shown in FIG. 6 (c), the cover plate 9 may be one in which the ends of members 9a and 9b obtained by dividing the ring into two are fastened by tightening bolts or the like, or the mounting position of each U-shaped fixing streak 5 Each time, the bolt 12 may be used to fasten to the mounting bracket 1 or the pile steel pipe 10.
[0058]
As described in the embodiment of FIGS. 1 and 2, in each of the above embodiments, the U-shaped fixing streak 5 is provided in the fitting groove 3 or the fitting hole 3 a where the U-shaped fixing streak 5 is fixed. Mortar or a grout material such as resin is used to fill the gap between the U-shaped fixing streaks 5 and the triaxial restraint effect is exerted. Stress transmission.
[0059]
Further, when the nut 6 and the like are omitted by filling the grout material, the labor for tightening the nut 6 becomes unnecessary, and the workability is further improved.
[0060]
【The invention's effect】
ADVANTAGE OF THE INVENTION According to this invention, a pile steel pipe and a concrete structure of an upper part can be joined with a small number of parts without welding in principle, and also needing no special joining hardware, stable quality and inexpensive workability. Good pile head joint is obtained.
[0061]
By attaching a U-shaped bent-up fixing metal fitting as a pile head connecting material, high resistance to tensile force can be obtained, and it was fitted and fitted in a U-shaped fitting groove. In this case, a high proof stress can be exhibited not only for the tensile force but also for the compressive force.
[Brief description of the drawings]
FIGS. 1A and 1B show an embodiment of a joint fitting (only a fitting part) according to the present invention, wherein FIG. 1A is a plan view and FIG.
2A is a sectional view taken along line AA of FIG. 1, FIG. 2B is a developed view taken along line BB of FIG. 1, and FIG. 2C is a sectional view of a pile steel pipe of the mounting bracket (two-dot chain line) of FIG. FIG. 3D is a front view showing a form of joining to a pile head, and FIG.
FIGS. 3A and 3B show another embodiment of the joining fitting according to the present invention, wherein FIG. 3A is a perspective view showing a part of the joining fitting, and FIG. 3B is a vertical sectional view thereof.
4A and 4B show still another embodiment of the metal joint in the present invention, wherein FIG. 4A is a perspective view showing a part of the metal joint, and FIG. 4B is a vertical sectional view thereof.
FIGS. 5A and 5B show still another embodiment of the joint fitting according to the present invention, wherein FIG. 5A is a front view showing a part of the joint fitting, and FIG. It is a vertical sectional view shown.
FIG. 6 shows a main part of still another embodiment of the joint fitting according to the present invention, in which (a) shows an embodiment in which the fitting is fixed to the upper end of the pile steel pipe by complete penetration welding. A vertical sectional view, (b) is a front view thereof, (c) is a plan view of a cover plate, and (d) is a vertical sectional view showing an embodiment in which a mounting bracket is fixed to an outer peripheral portion of a pile steel pipe by fillet welding. It is.
7A and 7B show a conventional reinforcing bar cage system, in which FIG. 7A is a horizontal sectional view and FIG. 7B is a vertical sectional view.
8 (a) is a horizontal sectional view, FIG. 8 (b) is a vertical sectional view, and FIG. 8 (c) is an enlarged view of a welded portion of a fixing streak.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Mounting bracket, 1a, 1b ... Component parts of a mounting bracket, 2 ... Connecting part, 2a ... Bolt hole, 3 ... Mating groove, 3a ... Mating hole, 4, 4a, 4b ... Recess, 5 ... U-shaped Anchoring streaks, 6 nuts, 7 cover plates, 8 fitting recesses, 9 cover plates, 10 pile steel pipes, 11a, 11b projections, 12 bolts, 13 welds (complete penetration welding), 14: welded portion (fillet welding), 21: pile steel pipe, 22: steel cage, 23: footing, 24: steel bar, 25: welding

Claims (10)

基礎杭を構成する杭鋼管の杭頭部と上部のコンクリート構造体とを、杭軸方向に延びコンクリート内に定着される複数本の定着筋を介して接合してなる杭頭接合構造において、前記定着筋として下端に屈曲部を有する複数のU字状の定着筋を用い、前記杭頭部の外周部または上端部に取り付けられるリング状の取付金具の周方向に間隔をおいて形成された嵌合溝または嵌合孔に前記U字状の定着筋の下端屈曲部を嵌合して取り付けてあることを特徴とする杭頭接合構造。A pile head joint structure in which a pile head of a pile steel pipe constituting a foundation pile and an upper concrete structure are joined via a plurality of anchoring bars extending in the pile axis direction and anchored in concrete, A plurality of U-shaped fixing streaks having a bent portion at the lower end are used as fixing streaks. A pile head joint structure, wherein a lower end bent portion of the U-shaped fixing streak is fitted and attached to a mating groove or a fitting hole. 前記リング状の取付金具は、周方向に複数に分割された部材からなり、前記杭頭部の外周面に取り付けられていることを特徴とする請求項1記載の杭頭接合構造。2. The pile head joint structure according to claim 1, wherein the ring-shaped mounting member is made of a plurality of members divided in a circumferential direction, and is attached to an outer peripheral surface of the pile head. 3. 周方向に複数に分割された前記部材は、該部材の両端部に形成された連結部どうしの緊結により、前記杭頭部の外周面に取り付けられていることを特徴とする請求項2記載の杭頭接合構造。The said member divided | segmented into the some direction in the circumferential direction is attached to the outer peripheral surface of the said pile head by the connection of the connection part formed in the both ends of this member. Pile head joint structure. 周方向に分割された前記部材の内周面および前記杭頭部の外周面に互いに嵌合する凹凸が形成されていることを特徴とする請求項2または3記載の杭頭接合構造。The pile head joint structure according to claim 2 or 3, wherein irregularities are formed on an inner peripheral surface of the member divided in a circumferential direction and an outer peripheral surface of the pile head to fit each other. 前記嵌合溝が前記リング状の取付金具の内周面に形成されており、前記U字状の定着筋が前記杭頭部の外周面と前記リング状の取付金具の内周面との間に挟み込まれていることを特徴とする請求項1、2、3または4記載の杭頭接合構造。The fitting groove is formed on an inner peripheral surface of the ring-shaped mounting bracket, and the U-shaped fixing streak is formed between an outer peripheral surface of the pile head and an inner peripheral surface of the ring-shaped mounting bracket. The pile head joint structure according to claim 1, 2, 3, or 4, which is sandwiched between the pile heads. 前記リング状の取付金具は前記杭頭部の外周面または上端部に溶接されていることを特徴とする請求項1記載の杭頭接合構造。The pile head joint structure according to claim 1, wherein the ring-shaped mounting member is welded to an outer peripheral surface or an upper end portion of the pile head. 前記U字状の定着筋が前記リング状の取付金具と該リング状の取付金具に取り付けたカバープレートとの間に挟み込まれていることを特徴とする請求項1、2、3、4または6記載の杭頭接合構造。7. The U-shaped fixing streak is sandwiched between the ring-shaped mounting bracket and a cover plate mounted on the ring-shaped mounting bracket. The pile head joint structure described. 基礎杭を構成する杭鋼管の杭頭部の外周部または上端部に取り付けられるリング状の取付金具と、前記取付金具の周方向に間隔をおいて配置される複数のU字状の定着筋とからなり、前記U字状の定着筋の下端屈曲部が前記取付金具に形成された嵌合溝または嵌合孔に嵌合されるようになっていることを特徴とする杭頭接合金具。A ring-shaped mounting bracket attached to an outer peripheral portion or an upper end portion of a pile head of a pile steel pipe constituting a foundation pile; and a plurality of U-shaped anchoring bars arranged at intervals in a circumferential direction of the mounting bracket. Wherein the lower end bent portion of the U-shaped fixing streak is fitted into a fitting groove or a fitting hole formed in the mounting fitting. 前記リング状の取付金具は周方向に複数に分割された部材からなり、前記部材の両端に形成された連結部どうしの緊結により、前記杭頭部の外周面に固定されるようにしたものであることを特徴とする請求項8記載の杭頭接合金具。The ring-shaped mounting bracket is made of a member divided into a plurality in the circumferential direction, and is fixed to the outer peripheral surface of the pile head by binding between connecting portions formed at both ends of the member. The pile head joint fitting according to claim 8, wherein: 基礎杭を構成する杭鋼管の杭頭部と上部のコンクリート構造体とを、杭軸方向に延びコンクリート内に定着される複数本の定着筋を介して接合する杭頭接合部の施工方法において、前記定着筋としてのU字状の定着筋の下端屈曲部を、リング状の取付金具の周方向に間隔をおいて形成された嵌合溝または嵌合孔に嵌合し、該リング状の取付金具を前記杭頭部の外周部または上端部に取り付けた後、前記コンクリート構造体を構成するコンクリートを打設し、前記定着筋の上部を前記コンクリート内に定着させることを特徴とする杭頭接合部の施工方法。In a construction method of a pile head joint portion for joining a pile head of a pile steel pipe constituting a foundation pile and an upper concrete structure through a plurality of anchoring bars extending in the pile axis direction and anchoring in concrete, The lower end bent portion of the U-shaped fixing streak as the fixing streak is fitted in a fitting groove or a fitting hole formed at intervals in a circumferential direction of a ring-shaped mounting bracket, and the ring-shaped mounting stud is formed. After attaching a metal fitting to an outer peripheral portion or an upper end portion of the pile head, concrete forming the concrete structure is cast, and an upper portion of the anchoring bar is anchored in the concrete. Construction method of the department.
JP2002347935A 2002-11-29 2002-11-29 Pile head joint structure and construction method of pile head joint Expired - Fee Related JP3855922B2 (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011236612A (en) * 2010-05-10 2011-11-24 Kajima Corp Junction structure of pile head and foundation
CN103161159A (en) * 2013-03-27 2013-06-19 周兆弟 Prestressed concrete pipe pile butt joint construction member and prestressed concrete pipe pile
JP2016223094A (en) * 2015-05-28 2016-12-28 ジャパンパイル株式会社 Pile head connection device, pile head connection structure, and pile head connection method
JP2017025695A (en) * 2015-07-16 2017-02-02 システム計測株式会社 Pile head joint structure
JP2018096194A (en) * 2016-12-15 2018-06-21 パイルフォーラム株式会社 Pile head processing construction method and pile head processing structure, and steel cylindrical member with anchor member used for the structure

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011236612A (en) * 2010-05-10 2011-11-24 Kajima Corp Junction structure of pile head and foundation
CN103161159A (en) * 2013-03-27 2013-06-19 周兆弟 Prestressed concrete pipe pile butt joint construction member and prestressed concrete pipe pile
JP2016223094A (en) * 2015-05-28 2016-12-28 ジャパンパイル株式会社 Pile head connection device, pile head connection structure, and pile head connection method
JP2017025695A (en) * 2015-07-16 2017-02-02 システム計測株式会社 Pile head joint structure
JP2018096194A (en) * 2016-12-15 2018-06-21 パイルフォーラム株式会社 Pile head processing construction method and pile head processing structure, and steel cylindrical member with anchor member used for the structure

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