JP2015200094A - footing foundation structure - Google Patents

footing foundation structure Download PDF

Info

Publication number
JP2015200094A
JP2015200094A JP2014078901A JP2014078901A JP2015200094A JP 2015200094 A JP2015200094 A JP 2015200094A JP 2014078901 A JP2014078901 A JP 2014078901A JP 2014078901 A JP2014078901 A JP 2014078901A JP 2015200094 A JP2015200094 A JP 2015200094A
Authority
JP
Japan
Prior art keywords
footing
pile
pile head
filler
recess
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
Application number
JP2014078901A
Other languages
Japanese (ja)
Other versions
JP6383558B2 (en
Inventor
隆志 木原
Takashi Kihara
隆志 木原
大野 正人
Masato Ono
正人 大野
裕和 野澤
Hirokazu Nozawa
裕和 野澤
久人 奥出
Hisato Okude
久人 奥出
敏晃 菅原
Toshiaki Sugawara
敏晃 菅原
享 松尾
Toru Matsuo
享 松尾
達男 中野
Tatsuo Nakano
達男 中野
Original Assignee
株式会社竹中工務店
Takenaka Komuten Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 株式会社竹中工務店, Takenaka Komuten Co Ltd filed Critical 株式会社竹中工務店
Priority to JP2014078901A priority Critical patent/JP6383558B2/en
Publication of JP2015200094A publication Critical patent/JP2015200094A/en
Application granted granted Critical
Publication of JP6383558B2 publication Critical patent/JP6383558B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

PROBLEM TO BE SOLVED: To improve workability of a footing.SOLUTION: A footing foundation structure includes: a precast concrete footing member on which a beam main reinforcement is protrusively provided and in which a recess for covering a pile head of a pile is formed on an undersurface; and a filler that is infilled between the recess and the pile head to join the footing member to the pile head.

Description

本発明は、建築物の杭基礎を構成する杭の杭頭部に設けられるフーチング基礎構造に関する。   The present invention relates to a footing foundation structure provided on a pile head of a pile constituting a pile foundation of a building.
建築物の杭基礎を構成する杭の杭頭部に現場打ちコンクリートによってフーチングを施工する場合、フーチングには、杭頭補強筋、柱主筋、梁主筋、せん断補強筋等の鉄筋が混在し、これらの鉄筋が密に配置されたり、複雑に交錯して配置されたりするために、施工が煩雑になる。   When constructing footings by using cast-in-place concrete on the pile heads that make up the pile foundation of a building, the footings contain reinforcing bars such as pile head reinforcement, column main reinforcement, beam main reinforcement, and shear reinforcement. Since the reinforcing bars are densely arranged or arranged in a complicated manner, the construction becomes complicated.
例えば、特許文献1には、主鉄筋を介して場所打ちRC杭にフーチングが接合された接合構造が開示されている。この接合構造では、杭頭接合部の強度を向上させるために、この部分に多くの帯鉄筋が主鉄筋を取り囲むようにして密に配筋されているので、施工が煩雑になることが懸念される。   For example, Patent Document 1 discloses a joint structure in which a footing is joined to a cast-in-place RC pile via a main reinforcing bar. In this joint structure, in order to improve the strength of the joint at the head of the pile, there are concerns that the construction may be complicated because many band reinforcing bars are densely arranged in this part so as to surround the main reinforcing bar. The
特開2006−299760号公報JP 2006-299760 A
本発明は係る事実を考慮し、フーチングの施工性を向上させることを課題とする。   This invention considers the fact which concerns, and makes it a subject to improve the workability of footing.
第1態様の発明は、梁主筋が突出して設けられ、杭の杭頭部を覆う凹部が下面に形成されたプレキャストコンクリート製のフーチング部材と、前記凹部と前記杭頭部の間に充填されて、前記杭頭部に前記フーチング部材を接合する充填材と、を有するフーチング基礎構造である。   In the first aspect of the invention, the beam main bar protrudes and a recess covering the pile head of the pile is formed on the lower surface, and a precast concrete footing member is filled between the recess and the pile head. A footing foundation structure having a filler for joining the footing member to the pile head.
第1態様の発明では、フーチング部材をプレキャスト化することにより、フーチング部材の施工において手間の掛かる配筋作業やコンクリート打設作業を工場等で行う(現場で行わなくする)ことができる。また、下面に形成された凹部が杭の杭頭部を覆うようにしてプレキャストコンクリート製のフーチング部材を設置し、この凹部と杭頭部の間へ充填材を充填するだけで、杭頭部にフーチング部材を容易に接合することができる。これらにより、フーチング部材の施工性を向上させることができる。   In the invention of the first aspect, by precasting the footing member, it is possible to perform a bar arrangement work and a concrete placing work which are troublesome in the construction of the footing member at a factory or the like (not performed on site). In addition, a precast concrete footing member is installed so that the concave portion formed on the lower surface covers the pile head of the pile, and only the filler is filled between the concave portion and the pile head. The footing member can be easily joined. Thereby, the workability of the footing member can be improved.
第2態様の発明は、第1態様のフーチング基礎構造において、前記フーチング部材は、前記杭頭部の周辺地盤に設置された設置プレート上に置かれる。   According to a second aspect of the present invention, in the footing foundation structure according to the first aspect, the footing member is placed on an installation plate installed on the ground around the pile head.
第2態様の発明では、設置プレート上にフーチング部材を置くことにより、地盤上に捨てコンクリートを打設せずに、フーチング部材を所定の高さに設置することができる。   In the invention of the second aspect, by placing the footing member on the installation plate, the footing member can be installed at a predetermined height without throwing away concrete on the ground.
第3態様の発明は、第1又は第2態様のフーチング基礎構造において、前記フーチング部材には、前記フーチング部材の外面から前記凹部の内面へ貫通し、前記凹部と前記杭頭部の間へ前記充填材を送り込む充填材供給孔が複数形成されている。   According to a third aspect of the present invention, in the footing basic structure according to the first or second aspect, the footing member penetrates from the outer surface of the footing member to the inner surface of the concave portion, and enters between the concave portion and the pile head portion. A plurality of filler supply holes for feeding the filler are formed.
第3態様の発明では、充填材供給孔を設けることにより、凹部と杭頭部の間へ充填材を確実に送り込むことができる。   In the invention of the third aspect, the filler can be reliably fed between the recess and the pile head by providing the filler supply hole.
本発明は上記構成としたので、フーチングの施工性を向上させることができる。   Since this invention set it as the said structure, the workability of footing can be improved.
本発明の実施形態に係るフーチング部材の設置方法を示す正面断面図である。It is front sectional drawing which shows the installation method of the footing member which concerns on embodiment of this invention. 本発明の実施形態に係るフーチング部材を示す正面図である。It is a front view which shows the footing member which concerns on embodiment of this invention. 図2のA−A矢視図である。It is an AA arrow line view of FIG. 図2のB−B矢視図である。It is a BB arrow line view of FIG. 本発明の実施形態に係るフーチング部材の設置状況を示す斜視図である。It is a perspective view which shows the installation condition of the footing member which concerns on embodiment of this invention. 本発明の実施形態に係るフーチング基礎構造のバリエーションを示す正面断面図である。It is front sectional drawing which shows the variation of the footing basic structure which concerns on embodiment of this invention. 本発明の実施形態に係るフーチング基礎構造のバリエーションを示す正面図である。It is a front view which shows the variation of the footing basic structure which concerns on embodiment of this invention. 本発明の実施形態に係るフーチング部材と基礎梁の接合方法を示す平面図である。It is a top view which shows the joining method of the footing member which concerns on embodiment of this invention, and a foundation beam.
図を参照しながら、本発明の実施形態を説明する。まず、本発明の実施形態に係るフーチング基礎構造について説明する。   Embodiments of the present invention will be described with reference to the drawings. First, the footing basic structure according to the embodiment of the present invention will be described.
図1(c)の正面断面図に示すように、本実施形態のフーチング基礎構造10は、プレキャストコンクリート製のフーチング部材12と、充填材14とを有して構成されている。充填材14は、コンクリートからなり、鉄筋コンクリートによって形成され地盤16中に埋設された杭18の杭頭部20にフーチング部材12を接合している。   As shown in the front sectional view of FIG. 1 (c), the footing basic structure 10 of this embodiment includes a footing member 12 made of precast concrete and a filler 14. The filler 14 is made of concrete, and the footing member 12 is joined to a pile head 20 of a pile 18 formed of reinforced concrete and embedded in the ground 16.
図2の正面図、図2のA−A矢視図である図3、及び図2のB−B矢視図である図4に示すように、フーチング部材12は、鉄筋コンクリートによって形成された略八角柱状のブロックである。フーチング部材12内には、フーチング部材12の上面36に設置される柱(不図示)の柱主筋に繋がれる柱主筋22と、フーチング部材12の側面に接合される基礎梁(不図示)の梁主筋に繋がれる梁主筋24が複数設けられている。柱主筋22は、フーチング部材12の上面36から突出して設けられており、梁主筋24は、フーチング部材12の側面から突出して設けられている。また、フーチング部材12内には、柱主筋22や梁主筋24を取り囲むようにして、柱主筋22や梁主筋24の軸方向へせん断補強筋(不図示)が複数設けられている。   As shown in FIG. 2 which is a front view of FIG. 2, FIG. 3 which is an AA arrow view of FIG. 2, and FIG. 4 which is an BB arrow view of FIG. 2, the footing member 12 is substantially formed of reinforced concrete. It is an octagonal block. In the footing member 12, a column main bar 22 connected to a column main bar of a column (not shown) installed on the upper surface 36 of the footing member 12, and a beam of a base beam (not shown) joined to the side surface of the footing member 12. A plurality of beam main bars 24 connected to the main bars are provided. The column main bars 22 are provided so as to protrude from the upper surface 36 of the footing member 12, and the beam main bars 24 are provided so as to protrude from the side surface of the footing member 12. In the footing member 12, a plurality of shear reinforcement bars (not shown) are provided in the axial direction of the column main bars 22 and the beam main bars 24 so as to surround the column main bars 22 and the beam main bars 24.
図1(b)の正面断面図、及び図4に示すように、フーチング部材12の下面38には、円錐台状の凹部26が形成されている。凹部26は、凹部26の天井面28の半径をR、杭頭部20の半径をr、杭18の施工誤差(平面配置の誤差)を±αとしたときに、天井面28の半径Rがr+αよりも大きくなるように形成されている。   As shown in the front sectional view of FIG. 1B and FIG. 4, a truncated cone-shaped recess 26 is formed on the lower surface 38 of the footing member 12. The concave portion 26 has a radius R of the ceiling surface 28 when the radius of the ceiling surface 28 of the concave portion 26 is R, the radius of the pile head 20 is r, and the construction error (planar layout error) of the pile 18 is ± α. It is formed to be larger than r + α.
図2及び図3に示すように、フーチング部材12の上部には、切欠き部30、32、34が形成されており、フーチング部材12の軽量化を図っている。   As shown in FIGS. 2 and 3, cutout portions 30, 32, and 34 are formed in the upper portion of the footing member 12, thereby reducing the weight of the footing member 12.
図1(b)、図3、及び図4に示すように、フーチング部材12の上面36の略中央には、凹部26の天井面28からフーチング部材12の上面36へ貫通する空気抜き孔40が略鉛直に形成されている。また、空気抜き孔40の周囲には、切欠き部30、32、34の底面42、44、46から凹部26の天井面28へ貫通し、充填材14の送り込みを行う充填材供給孔48、50、52、54が略鉛直に形成されている。すなわち、フーチング部材12には、フーチング部材12の外面から凹部26の内面へ貫通する複数の充填材供給孔48、50、52、54が形成されている。空気抜き孔40及び充填材供給孔48、50、52、54は、フーチング部材12中に設けられている柱主筋22、梁主筋24、及びせん断補強筋と干渉しないようにして形成されている。   As shown in FIGS. 1B, 3, and 4, an air vent hole 40 that penetrates from the ceiling surface 28 of the recess 26 to the upper surface 36 of the footing member 12 is approximately at the center of the upper surface 36 of the footing member 12. It is formed vertically. Further, around the air vent hole 40, filler supply holes 48, 50 through which the filler 14 is fed through the bottom surfaces 42, 44, 46 of the notches 30, 32, 34 to the ceiling surface 28 of the recess 26. , 52, 54 are formed substantially vertically. That is, the footing member 12 is formed with a plurality of filler supply holes 48, 50, 52, 54 that penetrate from the outer surface of the footing member 12 to the inner surface of the recess 26. The air vent hole 40 and the filler supply holes 48, 50, 52, 54 are formed so as not to interfere with the column main bars 22, the beam main bars 24, and the shear reinforcement bars provided in the footing member 12.
図2、図3、及び図4に示すように、フーチング部材12の側面には、平板上の突出部56、58、60が形成されており、梁主筋24は、この突出部56、58、60の外面からフーチング部材12の外側へ突出している。   As shown in FIGS. 2, 3, and 4, protrusions 56, 58, 60 on a flat plate are formed on the side surface of the footing member 12, and the beam main bar 24 is formed of the protrusions 56, 58, It protrudes from the outer surface of 60 to the outside of the footing member 12.
次に、フーチング部材の設置方法について説明する。   Next, the installation method of a footing member is demonstrated.
まず、図1(a)の正面断面図に示すように、杭頭部20の周辺地盤62に、コンクリート製の平板からなる設置プレート64を設置する。設置プレート64は、この設置プレート64の上にフーチング部材12を置いたときに、フーチング部材12が設計で決められた高さに水平に配置されるように設置する。例えば、上面が所定高さに位置するとともに水平になるように、設置プレート64を設置する。また、図5の斜視図に示すように、設置プレート64と、フーチング部材12の下部側面には、フーチング部材12を所定の平面位置に配置するための位置決めマーク66、68が付けられている。   First, as shown in the front sectional view of FIG. 1A, an installation plate 64 made of a concrete flat plate is installed on the peripheral ground 62 of the pile head 20. The installation plate 64 is installed so that when the footing member 12 is placed on the installation plate 64, the footing member 12 is horizontally arranged at a height determined by design. For example, the installation plate 64 is installed so that the upper surface is positioned at a predetermined height and is horizontal. Further, as shown in the perspective view of FIG. 5, positioning marks 66 and 68 for placing the footing member 12 at predetermined plane positions are attached to the installation plate 64 and the lower side surface of the footing member 12.
次に、図1(b)に示すように、凹部26が杭頭部20を覆うようにしてフーチング部材12を設置プレート64の上に置いて、フーチング部材12を周辺地盤62の上に設置する。これにより、凹部26の下方に、周辺地盤62の上面、杭頭部20の外周面、杭頭部20の上面、及び凹部26の内面によって囲まれた空間70が形成される。また、図5に示すように、設置プレート64に付けられたマーク66と、フーチング部材12に付けられたマーク68とを合わせるようにしてフーチング部材12を設置することにより、フーチング部材12は、所定の平面位置に配置される。   Next, as shown in FIG. 1 (b), the footing member 12 is placed on the installation plate 64 so that the recess 26 covers the pile head 20, and the footing member 12 is installed on the peripheral ground 62. . Thus, a space 70 surrounded by the upper surface of the peripheral ground 62, the outer peripheral surface of the pile head 20, the upper surface of the pile head 20, and the inner surface of the recess 26 is formed below the recess 26. Further, as shown in FIG. 5, by installing the footing member 12 so that the mark 66 attached to the installation plate 64 and the mark 68 attached to the footing member 12 are aligned, the footing member 12 is It is arranged at the plane position.
次に、図1(c)に示すように、充填材供給孔48、50、52、54(図3を参照のこと)から空間70へ充填材14を送り込む。すなわち、凹部26と杭頭部20の間に充填材14を充填する。具体的には、例えば、1つの充填材供給孔48から充填材14を空間70へ送り込む。このとき、空間70内に残っている空気は、空気抜き孔40や充填材供給孔50、52、54から排出される。さらに、充填材供給孔48から空間70への充填材14の送り込みを続けるとともに、充填材14の進入開始が確認された充填材供給孔50、52、54へ充填材14を送り込む。   Next, as shown in FIG. 1C, the filler 14 is fed into the space 70 from the filler supply holes 48, 50, 52, 54 (see FIG. 3). That is, the filler 14 is filled between the recess 26 and the pile head 20. Specifically, for example, the filler 14 is fed into the space 70 from one filler supply hole 48. At this time, the air remaining in the space 70 is discharged from the air vent hole 40 and the filler supply holes 50, 52 and 54. Further, the filler 14 continues to be fed into the space 70 from the filler supply hole 48, and the filler 14 is fed into the filler supply holes 50, 52, 54 in which the entry of the filler 14 has been confirmed.
そして、空間70への充填材14の充填が完了した後、空間70へ充填した充填材14を硬化させることにより、杭18の杭頭部20にフーチング部材12が接合される。   After the filling of the filler 14 into the space 70 is completed, the footing member 12 is joined to the pile head 20 of the pile 18 by curing the filler 14 filled into the space 70.
次に、本発明の実施形態に係るフーチング基礎構造の作用と効果について説明する。   Next, the operation and effect of the footing basic structure according to the embodiment of the present invention will be described.
柱主筋、梁主筋、せん断補強筋等の複数種の鉄筋が混在するフーチング部材の現場施工は煩雑であり、さらに、これらの鉄筋が密に配置されたり複雑に交錯して配置されたりする場合には、現場での施工はより煩雑になる。これに対して、本実施形態のフーチング基礎構造10では、フーチング部材12をプレキャスト化することにより、フーチング部材12の施工において手間の掛かる配筋作業やコンクリート打設作業を工場等で行う(現場で行わなくする)ことができる。また、図1(b)、(c)に示すように、フーチング部材12の凹部26により杭18の杭頭部20を覆うようにしてプレキャストコンクリート製のフーチング部材12を設置し、凹部26と杭頭部20の間へ充填材14を充填するだけで、杭頭部20にフーチング部材12を容易に接合することができる。これらにより、フーチング部材12の施工性を向上させることができる。   The construction of footing members with multiple types of reinforcing bars such as column main bars, beam main bars and shear reinforcement bars is complicated, and moreover, when these reinforcing bars are densely arranged or complicatedly interlaced The on-site construction becomes more complicated. On the other hand, in the footing basic structure 10 of the present embodiment, the footing member 12 is pre-casted, so that the bar arrangement work and the concrete placing work which are troublesome in the construction of the footing member 12 are performed in a factory or the like (on site) Can be done). Further, as shown in FIGS. 1B and 1C, the precast concrete footing member 12 is installed so as to cover the pile head 20 of the pile 18 by the recess 26 of the footing member 12, and the recess 26 and the pile The footing member 12 can be easily joined to the pile head 20 simply by filling the filler 14 between the heads 20. Thereby, the workability of the footing member 12 can be improved.
なお、フーチング部材に設けられる鉄筋が梁主筋だけの場合においても、フーチング部材のプレキャスト化により、フーチング部材の施工性向上の効果を発揮することができるが、本実施形態に示すような複数種の鉄筋が混在するフーチング部材の場合に、特に有効となる。   In addition, even when the reinforcing bars provided in the footing member are only beam main reinforcing bars, the effect of improving the workability of the footing member can be exhibited by precasting the footing member, but there are a plurality of types as shown in the present embodiment. This is particularly effective in the case of a footing member in which reinforcing bars are mixed.
また、本実施形態のフーチング基礎構造10では、杭頭補強筋を用いずに杭頭部20にフーチング部材12を接合するので、フーチング部材12の工場等での製作手間を低減することができる。また、杭頭部20にフーチング部材12を半固定状態で接合する(杭頭部20に作用するせん断力と鉛直力を杭18に伝え、曲げモーメントは杭18に伝えないように接合する)ことにより、フーチング部材12に接合される基礎梁や杭18に生じる応力を低減することができ、基礎梁や杭18の必要強度を小さくすることができる。   Moreover, in the footing basic structure 10 of this embodiment, since the footing member 12 is joined to the pile head 20 without using the pile head reinforcing bar, it is possible to reduce the labor for manufacturing the footing member 12 at a factory or the like. Further, the footing member 12 is joined to the pile head 20 in a semi-fixed state (the shear force and the vertical force acting on the pile head 20 are transmitted to the pile 18 and joined so that the bending moment is not transmitted to the pile 18). Thereby, the stress which arises in the foundation beam and pile 18 joined to the footing member 12 can be reduced, and the required intensity | strength of a foundation beam and the pile 18 can be made small.
さらに、本実施形態のフーチング基礎構造10では、図1(b)に示すように、杭頭部20の外形よりもフーチング部材12の凹部26を大きく形成しておくことにより、杭18の施工誤差(平面配置の誤差)を吸収することができる。例えば、本実施形態で示した例のように、杭頭部20の半径rに杭18の施工誤差αを足した値よりも凹部26の天井面28の半径Rが大きくなるように凹部26を形成すれば、フーチング部材12を正規の位置に設置することができる。   Furthermore, in the footing basic structure 10 of the present embodiment, as shown in FIG. 1B, the construction error of the pile 18 is made by forming the recess 26 of the footing member 12 larger than the outer shape of the pile head 20. (Planar layout error) can be absorbed. For example, as in the example shown in the present embodiment, the recess 26 is formed so that the radius R of the ceiling surface 28 of the recess 26 is larger than the value obtained by adding the construction error α of the pile 18 to the radius r of the pile head 20. If it forms, the footing member 12 can be installed in a regular position.
また、本実施形態のフーチング基礎構造10では、図1(b)に示すように、設置プレート64の上にフーチング部材12を置くことにより、杭頭部20の周辺地盤62上に捨てコンクリートを打設せずに、フーチング部材12を所定の高さに水平に設置することができる。   Moreover, in the footing foundation structure 10 of this embodiment, as shown in FIG.1 (b), by putting the footing member 12 on the installation plate 64, it throws away concrete on the surrounding ground 62 of the pile head part 20. FIG. The footing member 12 can be installed horizontally at a predetermined height without being provided.
さらに、本実施形態のフーチング基礎構造10では、フーチング部材12に充填材供給孔48、50、52、54を設けることにより、凹部26と杭頭部20の間へ充填材14を確実に送り込むことができる。   Furthermore, in the footing basic structure 10 of the present embodiment, the filler 14 is reliably fed between the recess 26 and the pile head 20 by providing the filler supply holes 48, 50, 52, 54 in the footing member 12. Can do.
以上、本発明の実施形態について説明した。   The embodiment of the present invention has been described above.
なお、本実施形態では、フーチング部材12に、柱主筋22、梁主筋24、及びせん断補強筋が設けられている例を示したが、フーチング部材12に設けられる鉄筋が、梁主筋24のみ、又は梁主筋24とせん断補強筋のみであってもよい。   In the present embodiment, the footing member 12 is provided with the column main bars 22, the beam main bars 24, and the shear reinforcement bars. However, the reinforcing bars provided on the footing member 12 include only the beam main bars 24 or Only the beam main bar 24 and the shear reinforcement bar may be used.
また、杭頭部20とフーチング部材12の中心同士がずれた状態でフーチング部材12が設置されることに起因して杭頭部20とフーチング部材12の接合部に生じるモーメントを負担できるように、梁主筋24、及びこの梁主筋24に繋がれる基礎梁の梁主筋の鉄筋量を増やして(鉄筋本数を増やす、又は鉄筋径を大きくする)、フーチング部材12及び基礎梁の曲げ強度を高くしてもよい。   Moreover, in order to bear the moment which arises in the junction part of the pile head 20 and the footing member 12 resulting from installing the footing member 12 in the state which the center of the pile head 20 and the footing member 12 shifted | deviated, Increasing the amount of reinforcing bars of the beam main bar 24 and the beam main bar of the foundation beam connected to the beam main bar 24 (increasing the number of reinforcing bars or increasing the diameter of the reinforcing bar) to increase the bending strength of the footing member 12 and the base beam Also good.
さらに、本実施形態では、図2に示すように、フーチング部材12をプレキャストコンクリート製の部材とした例を示したが、フーチング部材12の下部をプレキャストコンクリートによって形成し、フーチング部材12の下部を地盤上に設置した後にフーチング部材12の上部を現場打ちコンクリートで形成してもよい。   Furthermore, in this embodiment, as shown in FIG. 2, the example which used the footing member 12 as the member made from precast concrete was shown, However, The lower part of the footing member 12 is formed with precast concrete, and the lower part of the footing member 12 is ground. The upper part of the footing member 12 may be formed of cast-in-place concrete after being installed on the top.
また、本実施形態では、図1(a)に示すように、周辺地盤62の地盤面から杭頭部20が突出している杭18にフーチング部材12を接合した例を示したが、地盤中に杭頭部20が入り込んでしまっているような場合には、図6の正面断面図に示すように、杭頭部20周囲の周辺地盤62を除去し、凹部26と杭頭部20の間に充填される充填材14によって杭頭部20が取り囲まれるようにすればよい。   Moreover, in this embodiment, as shown to Fig.1 (a), although the example which joined the footing member 12 to the pile 18 from which the pile head 20 protrudes from the ground surface of the surrounding ground 62 was shown, When the pile head 20 has entered, as shown in the front sectional view of FIG. 6, the peripheral ground 62 around the pile head 20 is removed, and the space between the recess 26 and the pile head 20 is removed. The pile head 20 may be surrounded by the filler 14 to be filled.
さらに、本実施形態では、設置プレート64をコンクリート製の平板とした例を示したが、設置プレートは、フーチング部材12を確実に置けるものであればよい。例えば、設置プレートを鋼板としてもよい。   Furthermore, in this embodiment, although the example which used the installation plate 64 as the flat plate made from concrete was shown, the installation plate should just be able to put the footing member 12 reliably. For example, the installation plate may be a steel plate.
また、本実施形態では、周辺地盤62に設置した設置プレート64の上にフーチング部材12を置くことによって、周辺地盤62上の所定位置にフーチング部材12を設置した例を示したが、図7の正面図に示すように、地盤16に設置した設置プレート64の上に基礎梁72を置くことによって、地盤16上の所定位置に基礎梁72設置するようにしてもよい。この場合、例えば、図8の平面図に示すように、フーチング部材12の突出部58側面と、基礎梁72の端部側面に止め型枠74の端部を当てるようにして止め型枠74を配置し、止め型枠74の外側を埋戻し土76で覆って固定してもよい。このようにすれば、簡易な型枠建て込み方法によって、フーチング部材12と基礎梁72の接合部78にコンクリートVを打設することができる。   Moreover, in this embodiment, although the footing member 12 was installed in the predetermined position on the surrounding ground 62 by putting the footing member 12 on the installation plate 64 installed in the surrounding ground 62, FIG. As shown in the front view, the foundation beam 72 may be installed at a predetermined position on the ground 16 by placing the foundation beam 72 on the installation plate 64 installed on the ground 16. In this case, for example, as shown in the plan view of FIG. It may be arranged and the outer side of the stop form 74 may be covered with the backfill soil 76 and fixed. If it does in this way, concrete V can be laid in junction part 78 of footing member 12 and foundation beam 72 by a simple formwork embedding method.
さらに、本実施形態では、充填材14をコンクリートとした例を示したが、充填材は、空間70に充填することができ、杭18の杭頭部20にフーチング部材12を接合できるものであればよい。例えば、充填材をグラウト材としてもよい。   Furthermore, in this embodiment, although the example which used the filler 14 as the concrete was shown, the filler can fill the space 70 and can join the footing member 12 to the pile head 20 of the pile 18. That's fine. For example, the filler may be a grout material.
また、本実施形態では、杭18を鉄筋コンクリート杭とした例を示したが、本実施形態のフーチング基礎構造10は、鉄筋コンクリート杭、プレストレストコンクリート杭、プレストレスト高強度コンクリート杭、鋼管杭などのさまざまな構造の既成杭や場所打ち杭に対して適用することができる。   Moreover, although the example which made the pile 18 the reinforced concrete pile was shown in this embodiment, the footing foundation structure 10 of this embodiment has various structures, such as a reinforced concrete pile, a prestressed concrete pile, a prestressed high-strength concrete pile, a steel pipe pile. It can be applied to existing piles and cast-in-place piles.
以上、本発明の実施形態について説明したが、本発明はこうした実施形態に何等限定されるものでなく、本発明の要旨を逸脱しない範囲において、種々なる態様で実施し得ることは勿論である。   As mentioned above, although embodiment of this invention was described, this invention is not limited to such embodiment at all, Of course, in the range which does not deviate from the summary of this invention, it can implement in a various aspect.
10 フーチング基礎構造
12 フーチング部材
14 充填材
18 杭
20 杭頭部
24 梁主筋
26 凹部
48、50、52、54 充填材供給孔
62 周辺地盤
64 設置プレート
DESCRIPTION OF SYMBOLS 10 Footing foundation structure 12 Footing member 14 Filler 18 Pile 20 Pile head 24 Beam main reinforcement 26 Recess 48, 50, 52, 54 Filler supply hole 62 Peripheral ground 64 Installation plate

Claims (3)

  1. 梁主筋が突出して設けられ、杭の杭頭部を覆う凹部が下面に形成されたプレキャストコンクリート製のフーチング部材と、
    前記凹部と前記杭頭部の間に充填されて、前記杭頭部に前記フーチング部材を接合する充填材と、
    を有するフーチング基礎構造。
    A footing member made of precast concrete in which a beam main bar protrudes and a recess covering the pile head of the pile is formed on the lower surface,
    Filled between the recess and the pile head, and a filler for joining the footing member to the pile head;
    Footing foundation structure having.
  2. 前記フーチング部材は、前記杭頭部の周辺地盤に設置された設置プレート上に置かれる請求項1に記載のフーチング基礎構造。   The footing foundation structure according to claim 1, wherein the footing member is placed on an installation plate installed on a ground around the pile head.
  3. 前記フーチング部材には、前記フーチング部材の外面から前記凹部の内面へ貫通し、前記凹部と前記杭頭部の間へ前記充填材を送り込む充填材供給孔が複数形成されている請求項1又は2に記載のフーチング基礎構造。   The said footing member is penetrated from the outer surface of the said footing member to the inner surface of the said recessed part, and the filler supply hole which sends the said filler into between the said recessed part and the said pile head part is formed in multiple numbers. Footing basic structure as described in.
JP2014078901A 2014-04-07 2014-04-07 Footing basic structure Active JP6383558B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2014078901A JP6383558B2 (en) 2014-04-07 2014-04-07 Footing basic structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2014078901A JP6383558B2 (en) 2014-04-07 2014-04-07 Footing basic structure

Publications (2)

Publication Number Publication Date
JP2015200094A true JP2015200094A (en) 2015-11-12
JP6383558B2 JP6383558B2 (en) 2018-08-29

Family

ID=54551617

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2014078901A Active JP6383558B2 (en) 2014-04-07 2014-04-07 Footing basic structure

Country Status (1)

Country Link
JP (1) JP6383558B2 (en)

Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6314642U (en) * 1986-07-11 1988-01-30
JPH02308011A (en) * 1989-05-20 1990-12-21 Sekisui House Ltd Installation spacer of precast concrete continuous footing
JPH04347214A (en) * 1991-05-23 1992-12-02 Taisei Corp Pc pile anchoring precast concrete base and pile foundation method
JPH05339951A (en) * 1992-06-05 1993-12-21 Misawa Homes Co Ltd Foundation made of precast concrete
JPH07166559A (en) * 1993-12-16 1995-06-27 Misawa Homes Co Ltd Precast concrete foundation floor board and construction method for concrete foundation floor
JPH07238557A (en) * 1994-02-28 1995-09-12 Takenaka Komuten Co Ltd Site prefabricated foundation method
JPH07292686A (en) * 1994-04-27 1995-11-07 Misawa Homes Co Ltd Construction method of precast concrete foundation
JPH0874271A (en) * 1994-09-07 1996-03-19 Fujita Corp Method of work execution for foundation
JPH09273161A (en) * 1996-04-09 1997-10-21 Kajima Corp Pile hear reinforcing construction
JP2000291021A (en) * 1999-02-02 2000-10-17 Ube Ind Ltd Method for installing precast reinforced concrete-made continuous footing member
JP2001132275A (en) * 1999-11-05 2001-05-15 Tatsuno Corp Sign pole foundation and method for constructing the same
JP2001355246A (en) * 2000-06-14 2001-12-26 Taisei Corp Pc(prestressed concrete) footing member and building construction method using it
JP2006291641A (en) * 2005-04-14 2006-10-26 Kajima Corp Pile foundation structure and its construction method
JP2008231799A (en) * 2007-03-21 2008-10-02 Kajima Corp Base isolation structure

Patent Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6314642U (en) * 1986-07-11 1988-01-30
JPH02308011A (en) * 1989-05-20 1990-12-21 Sekisui House Ltd Installation spacer of precast concrete continuous footing
JPH04347214A (en) * 1991-05-23 1992-12-02 Taisei Corp Pc pile anchoring precast concrete base and pile foundation method
JPH05339951A (en) * 1992-06-05 1993-12-21 Misawa Homes Co Ltd Foundation made of precast concrete
JPH07166559A (en) * 1993-12-16 1995-06-27 Misawa Homes Co Ltd Precast concrete foundation floor board and construction method for concrete foundation floor
JPH07238557A (en) * 1994-02-28 1995-09-12 Takenaka Komuten Co Ltd Site prefabricated foundation method
JPH07292686A (en) * 1994-04-27 1995-11-07 Misawa Homes Co Ltd Construction method of precast concrete foundation
JPH0874271A (en) * 1994-09-07 1996-03-19 Fujita Corp Method of work execution for foundation
JPH09273161A (en) * 1996-04-09 1997-10-21 Kajima Corp Pile hear reinforcing construction
JP2000291021A (en) * 1999-02-02 2000-10-17 Ube Ind Ltd Method for installing precast reinforced concrete-made continuous footing member
JP2001132275A (en) * 1999-11-05 2001-05-15 Tatsuno Corp Sign pole foundation and method for constructing the same
JP2001355246A (en) * 2000-06-14 2001-12-26 Taisei Corp Pc(prestressed concrete) footing member and building construction method using it
JP2006291641A (en) * 2005-04-14 2006-10-26 Kajima Corp Pile foundation structure and its construction method
JP2008231799A (en) * 2007-03-21 2008-10-02 Kajima Corp Base isolation structure

Also Published As

Publication number Publication date
JP6383558B2 (en) 2018-08-29

Similar Documents

Publication Publication Date Title
KR20170015347A (en) Foundations system for towers and method for installing the foundations system for towers
KR20110058359A (en) Splicing method of embedded type baseplate with steel column
KR100788623B1 (en) Top-down method using precast-concrete colum
KR100699775B1 (en) The head reinforce equipment of a steel pipe pile
JP2012012815A (en) Foundation construction method of tower-like structure and foundation structure thereof
JP5406563B2 (en) Composite beam, building, and composite beam construction method
KR101507924B1 (en) Structure and method of constructing concrete footing structure of top structure
JP5372289B1 (en) Boundary wall structure
JP5416622B2 (en) Pile head tension anchoring method
KR20110103000A (en) Precast bridge joint structure with composite hollow concrete filled tube and a construction method for the same
KR20060092552A (en) The non-strut down framework construction method of having used cast in place concrete pile
ES2522440B1 (en) Steel tube splice and procedure for connecting a steel tube pile and a steel tube column using the same
JP2008045370A (en) Method and device for anchoring steel bridge pier and pile
JP5955108B2 (en) Pile reinforcement structure of existing building and its construction method
KR100954967B1 (en) Prefab apparatus for reinforcing head of pile
JP5446774B2 (en) Temporary pile construction method
KR100693993B1 (en) Precast rahmen bridge and the construction method of this
KR200381589Y1 (en) A pile head reinforcement structure of precastconcrete pile
KR101973565B1 (en) Sheathing method for constructing both sheathing wall and cutoff collar by welding cutoff plate to phc pile with longitudinal plate
KR101036851B1 (en) Manufacturing method of pre cast concrete filled steel tube and pre cast concrete filled steel tube using the smae
JP2007197975A (en) Structure and method for connecting pile head part and precast girder together
JP5821042B2 (en) Building foundation formation method
JP4902504B2 (en) Cloth foundation reinforcement structure, construction method of cloth foundation reinforcement structure and reinforcement hardware
JP2006291641A (en) Pile foundation structure and its construction method
KR100787178B1 (en) Light weight steel frame foundation flooring material and method for construction

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20170328

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20180112

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20180123

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20180313

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20180508

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20180608

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: 20180731

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20180806

R150 Certificate of patent or registration of utility model

Ref document number: 6383558

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150