JP2014169547A - Pile head structure - Google Patents

Pile head structure Download PDF

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JP2014169547A
JP2014169547A JP2013040972A JP2013040972A JP2014169547A JP 2014169547 A JP2014169547 A JP 2014169547A JP 2013040972 A JP2013040972 A JP 2013040972A JP 2013040972 A JP2013040972 A JP 2013040972A JP 2014169547 A JP2014169547 A JP 2014169547A
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bolt
pile head
lid
pile
head
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JP6245814B2 (en
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Tetsuya Sugano
哲也 菅野
Toshio Igarashi
俊夫 五十嵐
Asuka Hodaka
明日香 穂高
Shunkon Fukuda
春根 福田
Yoshitaka Fujii
美孝 藤井
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Asahi Kasei Construction Materials Corp
Daitetsu Kogyo Co Ltd
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Asahi Kasei Construction Materials Corp
Daitetsu Kogyo Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a pile head structure in which the degree of adhesion of a lid body to a pile head is improved through easy work.SOLUTION: A fixing bolt 10 is screwed to a bolt fitting part 6, a shaft part 10a of the fixing bolt 10 extends in a substantially horizontal plane and has its tip pressed against an inner wall face 1c of a pile head 1A. When an axis passing through the center of the shaft part 10 is defined as a reference axis L in a state in which the shaft part 10a of the bolt 10 is orthogonal to the inner wall face 1c of the pile head 1A, a center axis P of the bolt 10 screwed to the bolt fitting part 6 is inclined to the reference axis L around a center point O of a female screw part 6a in a horizontal plane by an angle α, which is larger than 0° and equal to or smaller than 60°, clockwise when the bolt is a right-hand screw and counterclockwise when a left-hand screw. When a head part 10b of the bolt 10 is rotated toward a C direction so as to fasten the bolt 10, the tip of the shaft part 10a of the bolt 10 is to shift as shown by B. Consequently, the lid body can be pressed tightly against an upper end of the pile head 1A.

Description

本発明は、杭頭の上端開口を蓋で塞ぐ技術に関するものである。   The present invention relates to a technique for closing an upper end opening of a pile head with a lid.

従来、このような分野の技術として、特許第3647841号公報がある。この公報に記載された杭と上部構造物との接合構造では、杭頭の上端開口内で溶接により固定された円板状の調整プレート(蓋体)が利用されている。この調整プレートには、中心から径方向に延在する長孔が形成され、この長孔には中心ボルトが貫通されている。調整プレートの裏面には、中心ボルトを保持するカバーキャップが配置され、このカバーキャップは、長孔から中心ボルトが杭頭内に抜け落ちないようにしている。また、中心ボルトは、杭頭プレートに形成されたセンター孔内に下から挿入され、中心ボルトの軸部には、調整プレートと杭頭プレートとを中心ボルトの頭部との協働で挟み込むための調整用ナットが螺着されている。そして、杭頭に固定された杭頭プレートと、上部構造物の一部をなす柱脚のベースプレートとは、周囲を連結ボルトにより締結されている。   Conventionally, as a technique in such a field, there is Japanese Patent No. 3647841. In the joint structure between the pile and the upper structure described in this publication, a disk-shaped adjustment plate (lid) fixed by welding in the upper end opening of the pile head is used. A long hole extending in the radial direction from the center is formed in the adjustment plate, and a central bolt is passed through the long hole. A cover cap for holding the center bolt is disposed on the back surface of the adjustment plate, and this cover cap prevents the center bolt from falling into the pile head from the long hole. Also, the center bolt is inserted from below into the center hole formed in the pile head plate, and the adjustment plate and the pile head plate are sandwiched between the shaft portion of the center bolt in cooperation with the head of the center bolt. The adjusting nut is screwed. And the pile head plate fixed to the pile head and the base plate of the column base which makes a part of upper structure are fastened by the connection bolt.

特許第3647841号公報Japanese Patent No. 3647841 特許第4492146号公報Japanese Patent No. 4492146

しかしながら、前述した従来の杭頭構造にあっては、杭頭の上端開口が調整プレートで塞がれているが、この調整プレートは、溶接によって杭頭に固定されるので、作業性が悪い。しかも、この調整プレートに上から荷重がかかった場合には、その荷重を溶接で受けなくてはならないので、溶接不良によって、調整プレートと杭頭との密着度低下をもたらし、その構造体としての耐力を損ねる虞があった。   However, in the conventional pile head structure described above, the upper end opening of the pile head is closed by the adjustment plate. However, since this adjustment plate is fixed to the pile head by welding, workability is poor. In addition, when a load is applied to the adjustment plate from above, the load must be received by welding. This results in poor adhesion between the adjustment plate and the pile head due to poor welding. There was a risk of impairing the yield strength.

本発明は、簡易な作業で、杭頭に対する蓋体の密着度を向上させるようにした杭頭構造を提供することを目的とする。   An object of this invention is to provide the pile head structure which improved the contact | adherence degree of the cover body with respect to a pile head by simple operation | work.

本発明は、地盤に立設された中空の杭の杭頭に蓋体が固定された杭頭構造において、
杭頭の上端に載置された蓋体の下面から下方に向けて突出するボルト取付け部と、
ボルト取付け部の雌ネジ部に螺着されると共に、軸部が略水平方向に延在して、軸部の先端が杭頭の内壁面に押し当てられるボルトと、を備え、
ボルトの軸部が杭頭の内壁面に対して直交して延在している状態で軸部の中心を通る軸線を基準軸線とした場合に、
ボルト取付け部に螺着されたボルトの中心軸線は、雌ネジ部の中心点を中心にして、基準軸線に対して水平面内で0度<α≦60度の角度αだけ、ボルトが右ネジの場合は時計回りに、ボルトが左ネジの場合は反時計回りに、傾けることを特徴とする。
The present invention is a pile head structure in which a lid is fixed to a pile head of a hollow pile erected on the ground,
A bolt mounting portion projecting downward from the lower surface of the lid placed on the upper end of the pile head;
A bolt that is screwed onto the female thread portion of the bolt mounting portion, the shaft portion extends in a substantially horizontal direction, and the tip of the shaft portion is pressed against the inner wall surface of the pile head,
When the axis passing through the center of the shaft part in the state where the shaft part of the bolt extends perpendicularly to the inner wall surface of the pile head is used as the reference axis line,
The central axis of the bolt screwed to the bolt mounting portion is centered on the central point of the female screw portion, and the bolt is an angle α of 0 ° <α ≦ 60 ° in the horizontal plane with respect to the reference axis. When the bolt is a left-hand thread, it is tilted clockwise.

この杭頭構造においては、ボルトの軸部の先端が杭頭の内壁面に当たった状態で、ボルトの締め込みのために、ボルトの頭部を回すと、ボルトは右ネジであれば、ボルトの軸部の先端の左側が杭頭の内壁面に当たっているので、ボルトの軸部の先端は、下または右下に向かって移動しようとする。このようなボルトの軸部の先端の移動により、杭頭の上端に対して蓋体を強く圧着させるような力を発生させることができる。この蓋体は杭頭の上端に載置される結果、蓋体に上から加わる荷重を杭頭に確実に伝達することができる。そして、この蓋体は、杭頭の上端に強く密着させることができるので、杭頭の上端で蓋体が水平面内で回ったり、蓋体が浮いたりする事態を回避させることができる。通常、杭頭の蓋体の上にはコンクリートなどで基礎がつくられ、その基礎の上に上部構造物の柱が設置される。また、特許文献2のように、杭頭の上の蓋体と鞘管、天板の間にコンクリートが充填され、その上に上部構造物が設置される場合もある。また、特許文献1のように、杭頭の蓋体の上に鋼材を介して上部構造物が設置される場合もある。蓋体が浮いた状態で、蓋体に上から荷重が加わると、蓋体から杭に荷重を伝達することができない。また、蓋体が浮いた状態で、蓋体に上から荷重が加わると、その時点で杭頭の上端に蓋体が密着することになり、蓋体の位置ズレが起こる。そこで、前述した発明を採用すると、蓋体を杭頭にボルトで固定するにあたって、簡易な作業で、蓋体の浮きを確実に防止することができる。   In this pile head structure, if the bolt head is turned right and the bolt head is turned to the right, the bolt head is turned to the bolt head when the bolt head is turned. Since the left side of the tip of the shaft part is in contact with the inner wall surface of the pile head, the tip of the shaft part of the bolt tends to move downward or to the lower right. By such movement of the tip of the shaft portion of the bolt, a force that strongly presses the lid against the upper end of the pile head can be generated. As a result of the lid being placed on the upper end of the pile head, the load applied to the lid from above can be reliably transmitted to the pile head. And since this cover body can be stuck closely to the upper end of a pile head, the situation where a cover body rotates in a horizontal surface at the upper end of a pile head, or a cover body floats can be avoided. Usually, a foundation is made of concrete on the top of the pile head cover, and a column of the superstructure is installed on the foundation. Moreover, like patent document 2, concrete is filled between the cover body on a pile head, a sheath pipe, and a top plate, and an upper structure may be installed on it. Moreover, like patent document 1, an upper structure may be installed via the steel material on the cover body of a pile head. When a load is applied to the lid body from above with the lid body floating, the load cannot be transmitted from the lid body to the pile. In addition, when a load is applied to the lid body from above while the lid body is floating, the lid body comes into close contact with the upper end of the pile head at that time, and the lid body is displaced. Therefore, when the above-described invention is adopted, the lid can be reliably prevented from being lifted by a simple operation when the lid is fixed to the pile head with a bolt.

また、蓋体は、杭頭の上端に載置されると共に、ボルトの頭部に接近可能な開口部が形成された蓋本体と、蓋本体に対して着脱自在であり、開口部の開閉が可能な閉鎖板と、を備えている。
このような構成を採用しないと、杭頭にボルトの頭部に作業者の手や工具などが接近できるような穴を設けなくてはならず、杭頭に穴を開けることは好ましいことではない。そこで、本発明では、蓋体に開口部を設けることで、杭頭にその強度を低下させるような穴を設ける必要がなくなる。
The lid is placed on the upper end of the pile head, and is detachable from the lid main body in which an opening accessible to the head of the bolt is formed, and can be opened and closed. A possible closing plate.
If such a configuration is not adopted, a hole must be provided in the head of the bolt so that an operator's hand or tool can approach the head of the bolt, and it is not preferable to make a hole in the head of the pile. . Therefore, in the present invention, by providing an opening in the lid, it is not necessary to provide a hole that reduces the strength of the pile head.

本発明によれば、簡易な作業で、杭頭に対する蓋体の密着度を向上させることができる。   According to the present invention, the degree of adhesion of the lid to the pile head can be improved with a simple operation.

本発明に係る杭頭構造の一実施形態を示す平面図である。It is a top view showing one embodiment of a pile head structure concerning the present invention. 図1のA−A線に沿う断面図である。It is sectional drawing which follows the AA line of FIG. 固定用ボルトを示す斜視図である。It is a perspective view which shows the volt | bolt for fixation.

以下、図面を参照しつつ本発明に係る杭頭構造の好適な実施形態について詳細に説明する。   Hereinafter, preferred embodiments of a pile head structure according to the present invention will be described in detail with reference to the drawings.

図1及び図2に示されるように、地盤には、所定の深さまで鋼管又はコンクリートからなる杭1が打ち込まれており、中空の杭1は、上部構造物(例えばビルや家屋)の一部をなす柱を下から支えるために、地盤に深く埋設されている。この杭1の杭頭1Aは、杭1の埋設完了後に、地盤の土を掘削して露出させ、測量により予定された高さ位置で必要に応じて切断されている。   As shown in FIGS. 1 and 2, a pile 1 made of steel pipe or concrete is driven into the ground to a predetermined depth, and the hollow pile 1 is a part of an upper structure (for example, a building or a house). It is deeply buried in the ground to support the pillars that make up. The pile head 1 </ b> A of the pile 1 is excavated and exposed to the soil of the ground after the pile 1 is completely buried, and is cut as necessary at a height position planned by surveying.

このような杭頭1Aの上端には開口1aが形成され、この開口1aは、蓋体2によって塞がれる。この蓋体2は、杭頭1Aの上端1bに載置されるリング状の蓋本体3と、蓋本体3の中央に形成された開口部3aを塞ぐように蓋本体3上に載置された円形の閉鎖板4と、を有している。そして、この閉鎖板4は、蓋本体3に対して着脱自在で開閉可能であり、3本の着脱ボルト5によって蓋本体3に固定されている。なお、蓋本体3の開口部3aは、後述する固定用ボルト10の頭部10bに、工具や手が接近可能な大きさを有する。   An opening 1 a is formed at the upper end of the pile head 1 </ b> A, and the opening 1 a is closed by the lid 2. The lid body 2 was placed on the lid body 3 so as to close the ring-shaped lid body 3 placed on the upper end 1b of the pile head 1A and the opening 3a formed at the center of the lid body 3. A circular closing plate 4. The closing plate 4 is detachable from the lid body 3 and can be opened and closed, and is fixed to the lid body 3 by three detachable bolts 5. The opening 3a of the lid body 3 has a size that allows a tool or a hand to approach a head 10b of a fixing bolt 10 to be described later.

蓋本体3の裏面には、周方向で着脱ボルト5間に位置するボルト取付け部6の上端が溶接によって固定されている。このボルト取付け部6は、板状に形成されると共に、蓋本体3の下面3bから下方に向けて突出している。ボルト取付け部6には、雌ネジ部6aが形成されている。そして、雌ネジ部6aには、固定用ボルト10が螺着され、このボルト10の軸部10aは、略水平面内で延在し、軸部10aの先端は、杭頭1Aの内壁面1cに押し当てられる。   On the back surface of the lid body 3, the upper ends of the bolt mounting portions 6 positioned between the detachable bolts 5 in the circumferential direction are fixed by welding. The bolt mounting portion 6 is formed in a plate shape and protrudes downward from the lower surface 3 b of the lid body 3. The bolt mounting portion 6 has a female screw portion 6a. A fixing bolt 10 is screwed onto the female screw portion 6a. The shaft portion 10a of the bolt 10 extends in a substantially horizontal plane, and the tip of the shaft portion 10a is connected to the inner wall surface 1c of the pile head 1A. Pressed.

図1及び図3に示されるように、ボルト10が右ネジの場合は、ボルト10の軸部10aが杭頭1Aの内壁面1cに対して直交して延在している状態で、軸部10aの中心を通る軸線を基準軸線Lとした場合に、ボルト取付け部6に螺着されたボルト10の中心軸線Pは、雌ネジ部6aの中心点Oを中心にして、基準軸線Lに対して水平面内で0度<α≦60度の角度αだけ時計回りに傾けられている。ここで、内壁面1cは湾曲しており、このような内壁面1cに対して直交するとは、内壁面1cを通る接線に対して直交することを言う。なお、角度αが前述した値を超えると、矢印Bで示されるような現象が起こり難くなる。   As shown in FIGS. 1 and 3, when the bolt 10 is a right-hand thread, the shaft portion 10a of the bolt 10 extends in a direction orthogonal to the inner wall surface 1c of the pile head 1A. When the axis passing through the center of 10a is the reference axis L, the center axis P of the bolt 10 screwed to the bolt mounting portion 6 is centered on the center point O of the female screw portion 6a with respect to the reference axis L. In the horizontal plane, it is tilted clockwise by an angle α of 0 ° <α ≦ 60 °. Here, the inner wall surface 1c is curved, and being orthogonal to such an inner wall surface 1c means being orthogonal to a tangent line passing through the inner wall surface 1c. If the angle α exceeds the above-described value, the phenomenon shown by the arrow B hardly occurs.

このような杭頭構造においては、固定用ボルト10の軸部10aの先端が杭頭1Aの内壁面1cに当たった状態で、ボルト10の締め込みのために、ボルト10の頭部10bを矢印C方向に回すと、ボルト10は右ネジであるから、ボルト10の軸部10aの先端は、矢印Bで示すように、下または右下に向かって移動すなわちズレようとする。このようなボルト10の軸部10aの先端の移動により、杭頭1Aの上端1bに対して、蓋体2の蓋本体3を強く圧着させるような力を発生させることができる。   In such a pile head structure, with the tip of the shaft portion 10a of the fixing bolt 10 hitting the inner wall surface 1c of the pile head 1A, the head 10b of the bolt 10 is moved to the arrow for tightening the bolt 10. When turned in the C direction, the bolt 10 is a right-hand thread, so that the tip of the shaft portion 10a of the bolt 10 tends to move or shift downward or to the lower right as indicated by an arrow B. By such movement of the tip of the shaft portion 10a of the bolt 10, it is possible to generate a force that strongly presses the lid body 3 of the lid body 2 against the upper end 1b of the pile head 1A.

この蓋体2は杭頭1Aの上端1bに載置される結果、蓋体2に柱から加わる荷重を杭頭1Aに確実に伝達することができる。そして、この蓋体2は、杭頭1Aの上端1bに強く密着させることができるので、杭頭1Aの上端1bで蓋体2が水平面内で回ったり、蓋体2が浮いたりする事態を回避させることができる。   As a result of the lid 2 being placed on the upper end 1b of the pile head 1A, the load applied from the pillar to the lid 2 can be reliably transmitted to the pile head 1A. And since this cover body 2 can be stuck tightly to the upper end 1b of the pile head 1A, the situation where the cover body 2 rotates in the horizontal plane or the cover body 2 floats at the upper end 1b of the pile head 1A is avoided. Can be made.

また、蓋体2が浮いた状態で、蓋体2に柱から荷重が加わると、その時点で杭頭1Aの上端1bに蓋体2が密着することになり、蓋体2が位置ズレを起こす。そこで、前述した構成を採用すると、蓋体2を杭頭1Aにボルト10で固定するにあたって、簡易な作業で、蓋体2の浮きを確実に防止することができる。   In addition, when a load is applied to the lid body 2 from the column while the lid body 2 is floating, the lid body 2 comes into close contact with the upper end 1b of the pile head 1A at that time, and the lid body 2 is displaced. . Therefore, when the above-described configuration is employed, the lid 2 can be reliably prevented from being lifted by a simple operation when the lid 2 is fixed to the pile head 1A with the bolt 10.

また、ボルト10の頭部10bに作業者の手や工具が接近できるような穴を杭頭1Aに設けると、杭頭1Aの強度を低下させてしまう。そこで、蓋体2には、着脱ボルト5の着脱により開閉自在な閉鎖板4が設けられている。   Moreover, if a hole is provided in the pile head 1A so that an operator's hand or tool can approach the head 10b of the bolt 10, the strength of the pile head 1A is reduced. Therefore, the lid 2 is provided with a closing plate 4 that can be opened and closed by attaching and detaching the detachable bolt 5.

本発明は、前述した実施形態に限定されず、本発明の要旨を逸脱しない範囲で、下記のような種々の変形が可能である。   The present invention is not limited to the above-described embodiment, and various modifications as described below are possible without departing from the gist of the present invention.

杭頭1Aの内壁面1cは、湾曲面に限らず、平坦な面であってもよい。
また、ボルトが左ネジの場合は、ボルトの中心軸線を、雌ネジ部の中心点を中心にして、基準軸線に対して水平面内で0度<α≦60度の角度αだけ、反時計回りに傾ければよい。
The inner wall surface 1c of the pile head 1A is not limited to a curved surface, and may be a flat surface.
If the bolt is a left-hand thread, the center axis of the bolt is centered on the center point of the female thread, and counterclockwise by an angle α of 0 degrees <α ≦ 60 degrees in the horizontal plane with respect to the reference axis. Just tilt it.

1A…杭頭 1a…開口 1b…杭頭の上端 1c…内壁面 2…蓋体 3…蓋本体 3a…開口部 3b…蓋体の下面 4…閉鎖板 5…着脱ボルト 6…ボルト取付け部 6a…雌ネジ部 10…ボルト 10a…軸部 10b…頭部 L…基準軸線 O…中心点 P…中心軸線 α…角度 DESCRIPTION OF SYMBOLS 1A ... Pile head 1a ... Opening 1b ... Upper end of pile head 1c ... Inner wall surface 2 ... Lid body 3 ... Lid main body 3a ... Opening part 3b ... Bottom surface of lid body 4 ... Closure plate 5 ... Removable bolt 6 ... Bolt attaching part 6a ... Female thread part 10 ... Bolt 10a ... Shaft part 10b ... Head L ... Reference axis O ... Center point P ... Center axis alpha ... Angle

Claims (2)

地盤に立設された中空の杭の杭頭に蓋体が固定された杭頭構造において、
前記杭頭の上端に載置された前記蓋体の下面から下方に向けて突出するボルト取付け部と、
前記ボルト取付け部の雌ネジ部に螺着されると共に、軸部が略水平方向に延在して、前記軸部の先端が前記杭頭の内壁面に押し当てられるボルトと、を備え、
前記ボルトの前記軸部が前記杭頭の前記内壁面に対して直交して延在している状態で前記軸部の中心を通る軸線を基準軸線とした場合に、
前記ボルト取付け部に螺着された前記ボルトの中心軸線は、前記雌ネジ部の中心点を中心にして、前記基準軸線に対して水平面内で0度<α≦60度の角度αだけ、前記ボルトが右ネジの場合は時計回りに、前記ボルトが左ネジの場合は反時計回りに傾けることを特徴とする杭頭構造。
In the pile head structure in which the lid is fixed to the pile head of the hollow pile erected on the ground,
A bolt mounting portion projecting downward from the lower surface of the lid placed on the upper end of the pile head;
A screw that is screwed to the female thread portion of the bolt mounting portion, and that a shaft portion extends in a substantially horizontal direction, and a tip of the shaft portion is pressed against an inner wall surface of the pile head, and
When the axis passing through the center of the shaft in a state where the shaft of the bolt extends perpendicularly to the inner wall surface of the pile head,
A central axis of the bolt screwed to the bolt mounting portion is centered on a central point of the female screw portion, and is an angle α of 0 degree <α ≦ 60 degrees in a horizontal plane with respect to the reference axis. A pile head structure characterized by tilting clockwise when the bolt is a right-hand thread and counterclockwise when the bolt is a left-hand thread.
前記蓋体は、
前記杭頭の前記上端に載置されると共に、前記ボルトの前記頭部に接近可能な開口部が形成された蓋本体と、
前記蓋本体に対して着脱自在であり、前記開口部の開閉が可能な閉鎖板と、を備えていることを特徴とする請求項1記載の杭頭構造。
The lid is
A lid body that is placed on the upper end of the pile head and has an opening that is accessible to the head of the bolt;
The pile head structure according to claim 1, further comprising a closing plate that is detachable from the lid body and capable of opening and closing the opening.
JP2013040972A 2013-03-01 2013-03-01 Pile head structure Active JP6245814B2 (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002146800A (en) * 2000-11-14 2002-05-22 Nippon Steel Corp Connecting structure between superstructure and foundation pile, and support hardware
JP2003055984A (en) * 2001-08-09 2003-02-26 Asahi Kasei Corp Column base connecting structure
JP2009002076A (en) * 2007-06-22 2009-01-08 Harima Shoji:Kk Fixture for screw reinforcing iron bar
JP2009155804A (en) * 2007-12-25 2009-07-16 Okabe Co Ltd Pile head reinforcement connecting fitting

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002146800A (en) * 2000-11-14 2002-05-22 Nippon Steel Corp Connecting structure between superstructure and foundation pile, and support hardware
JP2003055984A (en) * 2001-08-09 2003-02-26 Asahi Kasei Corp Column base connecting structure
JP2009002076A (en) * 2007-06-22 2009-01-08 Harima Shoji:Kk Fixture for screw reinforcing iron bar
JP2009155804A (en) * 2007-12-25 2009-07-16 Okabe Co Ltd Pile head reinforcement connecting fitting

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