JP2023016396A - Reinforcement material - Google Patents

Reinforcement material Download PDF

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JP2023016396A
JP2023016396A JP2021120671A JP2021120671A JP2023016396A JP 2023016396 A JP2023016396 A JP 2023016396A JP 2021120671 A JP2021120671 A JP 2021120671A JP 2021120671 A JP2021120671 A JP 2021120671A JP 2023016396 A JP2023016396 A JP 2023016396A
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pile
auxiliary
ground
reinforcing member
bottom part
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JP7186946B1 (en
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稔之 田畑
Toshiyuki Tabata
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Abstract

To provide a reinforcement material capable of improving workability during installation and removal.SOLUTION: A reinforcement material 10 is connected to a pile 20 to be driven into the ground by a pile hammer 150. The reinforcement material 10 includes a bottom part 12 and auxiliary part 51. The bottom part 12 is connected to the top of the pile 20. The auxiliary part 51 assists the connection between the bottom part 12 and the top of the pile 20. The area of the bottom part 12 is larger than the area of the top of the pile. On the top of the pile 20, multiple pile joints 221 are provided for the pile hammer 150 to grip. The bottom part 12 has mounting holes 121 at positions corresponding to the pile connecting parts 221. The auxiliary part 51 and the bottom part 12 sandwich the top of the pile 20. The auxiliary part 51 has a holding part 511 that holds the connector 40 that penetrates the pile connecting part 221 and the mounting hole 121 to connect the pile 20 and the reinforcement material 10.SELECTED DRAWING: Figure 2

Description

本発明は、補強材に関する。 The present invention relates to stiffeners.

特許文献1に記載の杭倒れ防止装置は、略円筒孔形状の杭貫通孔を有し、略円筒孔形状の一方側に地中に埋込み、杭貫通孔を貫通して一端が地中に埋め込まれた杭が倒れることを防止する。 The pile overturning prevention device described in Patent Document 1 has a substantially cylindrical pile through-hole, is embedded in the ground on one side of the substantially cylindrical hole, and is embedded in the ground through the pile through-hole. prevent piles from falling over.

特開2021-42572号公報Japanese Patent Application Laid-Open No. 2021-42572

特許文献1に記載の杭倒れ防止装置は、一部を地中に埋め込む必要があり、又、杭を撤去する際には、周囲を元通りにすることが難しい等、設置及び撤去の際の作業性が良くない。 The pile collapse prevention device described in Patent Document 1 needs to be partially embedded in the ground, and when removing the pile, it is difficult to restore the surroundings. Poor workability.

本発明は上記課題に鑑みてなされたものであり、その目的は、設置及び撤去の際の作業性を向上させることが可能な補強材を提供することにある。 The present invention has been made in view of the above problems, and an object thereof is to provide a reinforcing member capable of improving workability during installation and removal.

本発明に係る補強材は、杭打機によって地中に打ち込まれる杭に接続される。前記補強材は、底部と、補助部とを備える。前記底部は、前記杭の頭頂部に接続される。前記補助部は、前記底部と前記杭の頭頂部との接続を補助する。前記底部の面積は、前記杭の頭頂部の面積より大きい。前記杭の頭頂部には、前記杭打機が掴むための複数の杭接続部が設けられる。前記底部は、前記杭接続部に対応する位置に取付孔を有する。前記補助部及び前記底部は、前記杭の頭頂部を挟む。前記補助部は、前記杭接続部及び前記取付孔を貫通して前記杭と前記補強材とを接続する接続具を保持する保持部を有する。 The reinforcement according to the invention is connected to piles driven into the ground by a pile driver. The stiffener includes a bottom portion and an auxiliary portion. The bottom is connected to the top of the pile. The auxiliary part assists the connection between the bottom part and the top part of the pile. The area of the bottom is greater than the area of the top of the pile. The top of the pile is provided with a plurality of pile connections for the pile driver to grip. The bottom has mounting holes at positions corresponding to the stake connections. The auxiliary part and the bottom part sandwich the top part of the pile. The auxiliary part has a holding part that holds a connecting tool that passes through the pile connecting part and the mounting hole and connects the pile and the reinforcing member.

前記補強材は、上部と、側部とを更に備えることが好ましい。前記上部は、前記底部の上方に固定されることが好ましい。前記側部は、前記底部と前記上部とを接続し、前記底部及び前記上部に垂直に設けられることが好ましい。前記側部の数は、少なくとも3つが好ましい。 Preferably, the stiffener further comprises an upper portion and side portions. Preferably, the top portion is fixed above the bottom portion. Preferably, the side portion connects the bottom portion and the top portion and is provided perpendicular to the bottom portion and the top portion. Preferably, the number of sides is at least three.

前記側部の前記底部側であって、前記底部の中央側が欠けていることが好ましい。 It is preferable that the bottom portion side of the side portion and the center side of the bottom portion be missing.

前記補助部は、外周の一部が前記杭に接触することが好ましい。 It is preferable that a part of the outer periphery of the auxiliary part contacts the pile.

本発明によれば、設置及び撤去の際の作業性を向上させることが可能となる。 According to the present invention, it is possible to improve workability during installation and removal.

本発明の実施形態に係る補強材を用いた防護柵を示す図である。It is a figure which shows the protective fence using the reinforcing material which concerns on embodiment of this invention. 本発明の実施形態に係る補強材を備える支柱を示す図である。Fig. 2 shows a strut with stiffeners according to an embodiment of the invention; 杭を示す図である。FIG. 10 shows a pile; 補強材を示す側面図である。It is a side view which shows a reinforcement. 補強材を示す下面図である。It is a bottom view which shows a reinforcement. 補助部の詳細を示す図である。It is a figure which shows the detail of an auxiliary|assistant part. 杭の打ち込みを示す図である。It is a figure which shows driving of a pile. 地中に打ち込まれた杭を示す図である。FIG. 4 shows a pile driven into the ground; 接続する補強材と杭とを杭の側面から見た図である。It is the figure which looked at the reinforcing material and pile which connect from the side of a pile. 本発明の実施形態に係る補強材を用いた防護柵を示す図である。It is a figure which shows the protective fence using the reinforcing material which concerns on embodiment of this invention.

以下、本発明の実施形態について、図面を参照しながら説明する。なお、図中、同一又は相当部分については同一の参照符号を付して説明を繰り返さない。 BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, embodiments of the present invention will be described with reference to the drawings. In the drawings, the same or corresponding parts are denoted by the same reference numerals, and description thereof will not be repeated.

図1を参照して、本発明の実施形態に係る補強材10を用いた防護柵100について説明する。図1は、本発明の実施形態に係る補強材10を用いた防護柵100を示す図である。 A protective fence 100 using a reinforcing member 10 according to an embodiment of the present invention will be described with reference to FIG. FIG. 1 is a diagram showing a guard fence 100 using reinforcing members 10 according to an embodiment of the present invention.

防護柵100は、例えば、畑に動物が侵入することを防ぐために設けられる。防護柵100は、複数の支柱(杭基礎)110と、防護フェンス120とで構成される。具体的には、複数並べられた支柱110の上側に、防護フェンス120が設置される。 The protective fence 100 is provided, for example, to prevent animals from entering the field. The protective fence 100 is composed of a plurality of posts (pile foundations) 110 and a protective fence 120 . Specifically, a protective fence 120 is installed above the plurality of columns 110 arranged side by side.

防護柵100を安定して設置するために、支柱110を地中に深く打ち込むことが望ましい。支柱110を地中に深く打ち込むためには、支柱110を長くする必要があり、可搬性及び作業性等が悪くなる。 In order to stably install the protective fence 100, it is desirable to drive the posts 110 deeply into the ground. In order to drive the post 110 deeply into the ground, it is necessary to lengthen the post 110, which deteriorates portability, workability, and the like.

また、支柱110の地中部分が短くても、コンクリート等で周囲を固めたり、杭倒れを防止する部材を一緒に地中に埋めたりして防護柵100の安定性を向上させる方法が考えられるが、防護柵100を撤去する際、周囲を元通りにすることが難しい等のデメリットがあり、支柱110の撤去の際にも作業性が悪い。 In addition, even if the underground part of the support 110 is short, it is conceivable to improve the stability of the protective fence 100 by hardening the surroundings with concrete or the like, or by burying a member that prevents the pile from collapsing in the ground. However, when removing the protective fence 100, there are disadvantages such as difficulty in restoring the surroundings, and workability is also poor when removing the support 110. - 特許庁

他に、防護柵100の安定性を向上させるために、支柱110に補強部140を設けることで、支柱110と地面との接触面積を増やす方法が考えられる。 Alternatively, in order to improve the stability of the protective fence 100, a method of increasing the contact area between the support 110 and the ground by providing the support 110 with a reinforcing portion 140 is conceivable.

単に補強部140を設けると支柱110の可搬性が悪くなるため、補強部140を支柱110から分割可能にすることで、取扱が簡単になる。本実施形態において、補強部140は、補強材10の一例である。 If the reinforcing part 140 is simply provided, the portability of the column 110 is deteriorated. In this embodiment, the reinforcing portion 140 is an example of the reinforcing member 10 .

次に、図2を参照して、本発明の実施形態に係る補強材10を備える支柱110について説明する。図2は、本発明の実施形態に係る補強材10を備える支柱110を示す図である。具体的には、図2は、補強材10が接続された杭20を示す。 Next, with reference to FIG. 2, the strut 110 provided with the reinforcing member 10 according to the embodiment of the invention will be described. FIG. 2 shows a strut 110 with a stiffener 10 according to an embodiment of the invention. Specifically, FIG. 2 shows a pile 20 to which a stiffener 10 is connected.

支柱110は、補強材10と、杭20とを備える。杭20は、例えば、金属製の丸杭である。杭20は、支柱110の地中部分に相当し、地中に打ち込まれる。補強材10は、杭20に接続される。 The strut 110 includes a reinforcing member 10 and piles 20 . The pile 20 is, for example, a metal round pile. The pile 20 corresponds to the underground portion of the support 110 and is driven into the ground. The stiffener 10 is connected to the pile 20 .

次に、次に、図2~図6を参照して、杭20及び補強材10を説明する。図3は、杭20を示す図である。図4は、補強材10を示す側面図である。図5は、補強材10を示す下面図である。図6は、補助部51の詳細を示す図である。図2~図6では、図面を見やすくするため、重複する各部のうちの一部にのみ符号を付している場合がある。 Next, the pile 20 and the reinforcing member 10 will be described with reference to FIGS. 2 to 6. FIG. FIG. 3 is a diagram showing the pile 20. As shown in FIG. FIG. 4 is a side view showing the reinforcing member 10. FIG. FIG. 5 is a bottom view showing the reinforcing member 10. FIG. FIG. 6 is a diagram showing the details of the auxiliary section 51. As shown in FIG. In FIGS. 2 to 6, in order to make the drawings easier to see, there are cases where only some of the overlapping parts are given reference numerals.

図3に示すように、杭20は、本体部21と、杭頭22とを有する。例えば、本体部21には、ネジが切られており、杭20が一方向に回転することで、地中に埋まっていく。杭頭22は、本体部21の上端に設けられた円盤状の部位である。杭頭22の径は、例えば、本体部21より一回り大きい。杭頭22の頭頂部には、後述の杭打機150が掴むための複数の杭接続部221が設けられる。図3では、8つの杭接続部221が設けられている場合を示す。杭接続部221は、杭頭22を貫通する孔である。また、杭接続部221は、杭頭22の径方向に広がる形状である。 As shown in FIG. 3 , the pile 20 has a body portion 21 and a pile head 22 . For example, the main body 21 is threaded, and when the pile 20 rotates in one direction, it is buried in the ground. The pile head 22 is a disk-shaped portion provided at the upper end of the body portion 21 . The diameter of the pile head 22 is, for example, slightly larger than that of the body portion 21 . The top of the pile head 22 is provided with a plurality of pile connection portions 221 to be gripped by a pile driver 150, which will be described later. FIG. 3 shows a case where eight pile connection portions 221 are provided. The pile connection portion 221 is a hole penetrating the pile head 22 . Moreover, the pile connection portion 221 has a shape that expands in the radial direction of the pile head 22 .

図4~図6に示すように、補強材10は、上部11と、底部12と、4つの側部13と、4つの補助部51とを備える。補強材10が杭20に接続されると、底部12は地面と接する。底部12は、例えば、杭頭22の頭頂部の面積より大きい金属製の円盤である。底部12は、杭接続部221に対応する位置に取付孔121を有する。取付孔121は、例えば、底部12の周方向に広がる形状である。取付孔121の底部12の径方向の幅は、後述する接続具40(ボルト41)が通る程度である。 As shown in FIGS. 4-6, the stiffener 10 comprises a top portion 11, a bottom portion 12, four side portions 13 and four auxiliary portions 51. As shown in FIGS. When the stiffener 10 is connected to the stake 20, the bottom 12 contacts the ground. The bottom part 12 is, for example, a metal disk having a larger area than the top of the pile head 22 . The bottom portion 12 has mounting holes 121 at positions corresponding to the stake connection portions 221 . The mounting hole 121 has, for example, a shape that expands in the circumferential direction of the bottom portion 12 . The width in the radial direction of the bottom portion 12 of the mounting hole 121 is such that a connection tool 40 (bolt 41), which will be described later, passes through.

上部11は、例えば、底部12の上方に固定された金属製の円柱である。上部11の上面には、防護フェンス120が設置される。なお、上部11と底部12とは、平行でなくてもよい。なお、上部11の形状は、角柱等の円柱以外の形状であってもよい。 The top part 11 is for example a metal cylinder fixed above the bottom part 12 . A protective fence 120 is installed on the upper surface of the upper part 11 . Note that the upper portion 11 and the bottom portion 12 may not be parallel. The shape of the upper portion 11 may be a shape other than a cylinder such as a prism.

4つの側部13は、それぞれ、底部12と上部11との間に、底部12及び上部11に垂直に設けられる。側部13は、外縁が底部12の縁と、上部11の縁とを連結する。 Four side portions 13 are provided between the bottom portion 12 and the top portion 11 and perpendicular to the bottom portion 12 and the top portion 11 respectively. The side portion 13 has an outer edge connecting the edge of the bottom portion 12 and the edge of the top portion 11 .

例えば、底部12と上部11との間の空間は、空洞である。 For example, the space between bottom 12 and top 11 is hollow.

側部13の内側は、上部11の側面と接続されている。また、上部11の下端から底部12までの間において、側部13の内側が外側に向かって欠けており、空洞を広げている。 The inside of the side portion 13 is connected to the side surface of the upper portion 11 . In addition, between the lower end of the upper portion 11 and the bottom portion 12, the inside of the side portion 13 is chipped toward the outside to widen the cavity.

例えば、補強材10の強度を確保するため、各側部13における底部12との接触面の内側の端を結んだ円の径は、杭頭22の径より小さい方が望ましい。 For example, in order to ensure the strength of the reinforcing member 10 , it is desirable that the diameter of the circle connecting the inner ends of the contact surfaces of the side portions 13 with the bottom portion 12 is smaller than the diameter of the pile head 22 .

補助部51は、底部12と杭頭22との接続を補助する。図6に示すように、補助部51は、四角形の平板である。本実施形態において、補助部51の外周の一部M1が本体部21に接触する。なお、図2~図6では、補強材10に設けられる補助部51の数は、4つとしたが、3つ以下又は5つ以上であってもよい。 The auxiliary part 51 assists the connection between the bottom part 12 and the pile head 22 . As shown in FIG. 6, the auxiliary portion 51 is a rectangular flat plate. In this embodiment, a portion M1 of the outer circumference of the auxiliary portion 51 contacts the main body portion 21 . 2 to 6, the number of auxiliary portions 51 provided on the reinforcing member 10 is four, but may be three or less or five or more.

具体的には、補助部51は、保持部511を有する。保持部511は、補助部51の中央部に位置するネジ孔であり、接続具40(ボルト41)を保持する。例えば、保持部511から外周の一部M1までの長さL2は、取付孔121から本体部21の外周までの長さに等しい。また、例えば、保持部511から外周の一部M1の反対側までの長さL1は、長さL2より短く、取付孔121から杭頭22の外周までの長さに等しい。なお、長さL1は、長さL2と同じでもよい。外周の一部M1が本体部21に接触していると、杭20の強度が上がる。 Specifically, the auxiliary portion 51 has a holding portion 511 . The holding portion 511 is a screw hole located in the central portion of the auxiliary portion 51 and holds the connector 40 (bolt 41). For example, the length L2 from the holding portion 511 to the outer circumference part M1 is equal to the length from the mounting hole 121 to the outer circumference of the main body portion 21 . Also, for example, the length L1 from the holding part 511 to the opposite side of the part M1 of the outer circumference is shorter than the length L2 and equal to the length from the mounting hole 121 to the outer circumference of the pile head 22 . Note that the length L1 may be the same as the length L2. If a part M1 of the outer circumference is in contact with the body portion 21, the strength of the pile 20 is increased.

補強材10と杭20とは、接続具40によって接続される。接続具40は、例えば、ボルト41及びナット42である。具体的には、杭頭22の杭接続部221と、底部12の取付孔121と、保持部511との位置を合わせて、杭頭22を補助部51及び底部12で挟み、保持部511の側からボルト41を通し、反対側の底部12側をナット42で締めることで、補強材10と杭20とが固定される。 The reinforcement member 10 and the pile 20 are connected by a connector 40 . The connector 40 is, for example, a bolt 41 and a nut 42 . Specifically, the positions of the pile connection portion 221 of the pile head 22, the mounting hole 121 of the bottom portion 12, and the holding portion 511 are aligned, and the pile head 22 is sandwiched between the auxiliary portion 51 and the bottom portion 12, and the holding portion 511 The reinforcement member 10 and the pile 20 are fixed by passing the bolt 41 from the side and tightening the bottom 12 side on the opposite side with the nut 42 .

次に、図7~図9を参照して、支柱110の設置方法を説明する。支柱110の設置方法は、まず、杭20を地面に打ち込み、次に、杭20に補強材10を接続する。 Next, with reference to FIGS. 7 to 9, a method for installing the support 110 will be described. The method of installing the support 110 is to first drive the piles 20 into the ground and then connect the reinforcing members 10 to the piles 20 .

次に、図7及び図8を参照して、杭20の打ち込みを説明する。図7は、杭20の打ち込みを示す図である。図8は、地中に打ち込まれた杭20を示す図である。 Next, the driving of the pile 20 will be described with reference to FIGS. 7 and 8. FIG. FIG. 7 is a diagram showing the driving of the pile 20. FIG. FIG. 8 shows a pile 20 driven into the ground.

例えば、杭20は、杭打機150を用いて地中に打ち込まれる。杭打機150は、地中に打ち込まれる杭20を支える支持部151と、杭頭22の頭頂部を固定し、杭20を回転させる回転部152とを有する。例えば、回転部152には、杭接続部221に対応する位置に1又は複数の取付孔153が設けられる。取付孔153の大きさは、例えば、ボルト41が通る程度である。なお、取付孔153の数は、補強材10に設けられる補助部51の数である。 For example, pile 20 is driven into the ground using pile driver 150 . The pile driver 150 has a support portion 151 that supports the pile 20 driven into the ground, and a rotating portion 152 that fixes the top of the pile head 22 and rotates the pile 20 . For example, the rotary portion 152 is provided with one or more mounting holes 153 at positions corresponding to the pile connection portions 221 . The size of the attachment hole 153 is such that the bolt 41 can pass therethrough, for example. Note that the number of mounting holes 153 is the number of auxiliary portions 51 provided in the reinforcing member 10 .

杭20を地中に打ち込む際、まず、杭頭22と回転部152と補助部51とが接続具40によって接続される。具体的には、杭頭22の杭接続部221と、回転部152の取付孔153と、保持部511との位置を合わせて、杭頭22を補助部51及び回転部152で挟み、保持部511の側からボルト41を通し、反対側の回転部152側をナット42で締める。 When driving the pile 20 into the ground, first, the pile head 22 , the rotating portion 152 and the auxiliary portion 51 are connected by the connector 40 . Specifically, the positions of the pile connection portion 221 of the pile head 22, the mounting hole 153 of the rotating portion 152, and the holding portion 511 are aligned, and the pile head 22 is sandwiched between the auxiliary portion 51 and the rotating portion 152, and the holding portion A bolt 41 is passed through from the 511 side, and a nut 42 is tightened on the rotating portion 152 side on the opposite side.

杭頭22と回転部152と補助部51とが接続された状態で回転部152が回転すると、杭20が一方向に回転しながら地中に埋まっていく。杭20が地中に埋まっていくに伴い、回転部152は、支持部151に沿って下向きに移動する。回転部152が支持部151の下端まで移動すると、杭20の打ち込みが完了する。その後、ナット42を外し、杭打機150を杭20から取り外した状態が図8である。 When the rotating part 152 rotates while the pile head 22, the rotating part 152, and the auxiliary part 51 are connected, the pile 20 is buried in the ground while rotating in one direction. As the pile 20 is buried in the ground, the rotating portion 152 moves downward along the support portion 151 . When the rotating part 152 moves to the lower end of the supporting part 151, the driving of the pile 20 is completed. After that, the nut 42 is removed and the pile driver 150 is removed from the pile 20, as shown in FIG.

次に、図9を参照して、補強材10と杭20との接続について説明する。図9は、接続する補強材10と杭20とを杭20の側面から見た図である。 Next, the connection between the reinforcing member 10 and the pile 20 will be described with reference to FIG. FIG. 9 is a side view of the reinforcing member 10 and the pile 20 to be connected, viewed from the side of the pile 20. FIG.

補強材10と杭20とは、接続具40によって接続される。具体的には、杭20の上方から補強材10を杭20に接近させて底部12の取付孔121にボルト41を貫通させる。その後、反対側の補強材10側をナット42で締めることで、補強材10と杭20とが接続される。このとき、補助部51の外周の一部M1が本体部21に接触していると、ボルト41及び補助部51の空回りを防止できる。 The reinforcement member 10 and the pile 20 are connected by a connector 40 . Specifically, the reinforcing member 10 is brought close to the pile 20 from above the pile 20 and the bolt 41 is passed through the mounting hole 121 of the bottom portion 12 . After that, the reinforcement member 10 and the pile 20 are connected by tightening the reinforcement member 10 on the opposite side with the nut 42 . At this time, if a part M1 of the outer periphery of the auxiliary portion 51 is in contact with the body portion 21, idle rotation of the bolt 41 and the auxiliary portion 51 can be prevented.

ここで、取付孔121が底部12の周方向に広がる形状であるため、取付孔121をボルト41が貫通した状態で、補強材10が杭20を中心に回転可能である。これにより、杭20を回転軸に補強材10の方向を調整できる。 Here, since the mounting hole 121 has a shape that expands in the circumferential direction of the bottom portion 12 , the reinforcing member 10 can rotate around the pile 20 with the bolt 41 passing through the mounting hole 121 . Thereby, the direction of the reinforcing member 10 can be adjusted with the pile 20 as the rotation axis.

本実施形態において、上部11は、円柱又は角柱であるとしたが、これに限らず、例えば、筒状であってもよい。筒状の上部11には、例えば、ポール等の地上部30が接続されてもよい。具体的には、筒状の上部11に地上部30が挿入されて上部11の外側からボルト等で固定されてもよい。 In the present embodiment, the upper portion 11 is assumed to be cylindrical or prismatic, but is not limited to this and may be cylindrical, for example. A ground part 30 such as a pole may be connected to the tubular upper part 11, for example. Specifically, the ground portion 30 may be inserted into the cylindrical upper portion 11 and fixed from the outside of the upper portion 11 with bolts or the like.

次に、図10を参照して、防護柵の他の例について説明する。図10は、本発明の実施形態に係る補強材10を用いた防護柵101を示す図である。 Next, another example of the protective fence will be described with reference to FIG. FIG. 10 is a diagram showing a protective fence 101 using reinforcing members 10 according to an embodiment of the present invention.

防護柵101は、地上部30が接続された複数の支柱110と、防護ネット160と、ワイヤー130とで構成される。具体的には、複数の支柱110にそれぞれ接続された地上部30の上側に、鳥の侵入を防ぐ防護ネット160が張られ、地上部30の下側に、獣の侵入を防ぐワイヤー130が張られている。 The protection fence 101 is composed of a plurality of posts 110 to which the ground part 30 is connected, a protection net 160 and wires 130 . Specifically, a protective net 160 for preventing birds from entering is stretched on the upper side of the ground section 30 connected to each of the plurality of posts 110, and a wire 130 for preventing entry of animals is stretched on the lower side of the ground section 30. It is

また、例えば、上部11に2つの地上部30A、30Bが、互いに平行に上部11に接続されてもよい。上部11に2つの地上部30A、30B平行に固定されていると、特定の方向からの風に対する強度が上がる。 Also, for example, two ground parts 30A and 30B may be connected to the upper part 11 in parallel with each other. When the two ground parts 30A and 30B are fixed in parallel to the upper part 11, the strength against the wind from a specific direction is increased.

本実施形態において、接続具40を用いて補強材10と杭20とを固定する際、底部12と上部11との間の空間が空洞であると、工具等を動かすスペースができ、作業性が向上する。 In this embodiment, when the reinforcing material 10 and the pile 20 are fixed using the connecting tool 40, if the space between the bottom part 12 and the upper part 11 is hollow, a space for moving a tool or the like is created, and workability is improved. improves.

なお、底部12と上部11との間の空間が空洞でなくてもよい。具体的には、側部13の内側が、上部11の下端から底部12までの間において欠けていなくてもよい。ただし、この場合、上述したように、作業性は悪くなる。 In addition, the space between the bottom part 12 and the upper part 11 may not be hollow. Specifically, the inside of the side portion 13 does not have to be chipped between the lower end of the upper portion 11 and the bottom portion 12 . However, in this case, workability deteriorates as described above.

本実施形態において、側部13の数を4つとしたが、側部13の数は、4つに限定されない。ただし、支柱110をいずれの方向にも安定させるためには、側部13の数は、3つ以上が望ましい。 Although the number of side portions 13 is four in this embodiment, the number of side portions 13 is not limited to four. However, in order to stabilize the strut 110 in any direction, the number of side portions 13 should preferably be three or more.

以上、図面(図1~図10)を参照しながら本発明の実施形態を説明した。但し、本発明は、上記の実施形態に限られるものではなく、その要旨を逸脱しない範囲で種々の態様において実施することが可能である図面は、理解しやすくするために、それぞれの構成要素を主体に模式的に示しており、図示された各構成要素の厚み、長さ、個数等は、図面作成の都合上から実際とは異なる。また、上記の実施形態で示す各構成要素の材質や形状、寸法等は一例であって、特に限定されるものではなく、本発明の効果から実質的に逸脱しない範囲で種々の変更が可能である。 The embodiments of the present invention have been described above with reference to the drawings (FIGS. 1 to 10). However, the present invention is not limited to the above-described embodiments, and can be embodied in various aspects without departing from the scope of the invention. It is mainly shown schematically, and the thickness, length, number, etc. of each constituent element shown are different from the actual ones for the convenience of drawing. In addition, the material, shape, dimensions, etc. of each component shown in the above embodiment are examples and are not particularly limited, and various changes are possible within a range that does not substantially deviate from the effects of the present invention. be.

本発明は、杭基礎の分野に利用可能である。 INDUSTRIAL APPLICABILITY The present invention can be used in the field of pile foundations.

10 :補強材
11 :上部
12 :底部
13 :側部
20 :杭
21 :本体部
22 :杭頭
30 :地上部
40 :接続具
51 :補助部
121 :取付孔
150 :杭打機
221 :杭接続部
511 :保持部
M1 :外周の一部
10: Reinforcing member 11: Upper part 12: Bottom part 13: Side part 20: Pile 21: Body part 22: Pile head 30: Ground part 40: Connector 51: Auxiliary part 121: Mounting hole 150: Pile driver 221: Pile connection Part 511: Holding part M1: Part of outer circumference

Claims (4)

杭打機によって地中に打ち込まれる杭に接続される補強材であって、
前記補強材は、
前記杭の頭頂部に接続される底部と、
前記底部と前記杭の頭頂部との接続を補助する補助部と
を備え、
前記底部の面積が前記杭の頭頂部の面積より大きく、
前記杭の頭頂部には、前記杭打機が掴むための複数の杭接続部が設けられ、
前記底部は、前記杭接続部に対応する位置に取付孔を有し、
前記補助部及び前記底部は、前記杭の頭頂部を挟み、
前記補助部は、前記杭接続部及び前記取付孔を貫通して前記杭と前記補強材とを接続する接続具を保持する保持部を有する、補強材。
A reinforcement connected to a pile driven into the ground by a pile driver,
The reinforcing material is
a bottom connected to the top of the pile;
An auxiliary portion that assists the connection between the bottom portion and the top portion of the pile,
The area of the bottom is larger than the area of the top of the pile,
A plurality of pile connection parts for gripping by the pile driver are provided at the top of the pile,
The bottom portion has a mounting hole at a position corresponding to the pile connection portion,
The auxiliary part and the bottom part sandwich the top of the pile,
The reinforcing member, wherein the auxiliary portion has a holding portion that holds a connector that penetrates the pile connecting portion and the mounting hole and connects the pile and the reinforcing member.
前記補強材は、
前記底部の上方に固定された上部と、
前記底部と前記上部とを接続し、前記底部及び前記上部に垂直に設けられる側部と
を更に備え、
前記側部の数は、少なくとも3つである、請求項1に記載の補強材。
The reinforcing material is
a top portion secured above the bottom portion;
a side portion connecting the bottom portion and the top portion and provided perpendicular to the bottom portion and the top portion;
2. The stiffener of claim 1, wherein the number of sides is at least three.
前記側部の前記底部側であって、前記底部の中央側が欠けている、請求項2に記載の補強材。 3. The stiffener of claim 2, wherein the bottom side of the side portion and the center side of the bottom portion is missing. 前記補助部は、外周の一部が前記杭に接触する、請求項1から請求項3のいずれか1項に記載の補強材。 The reinforcing member according to any one of claims 1 to 3, wherein a part of the outer circumference of the auxiliary part contacts the pile.
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008101467A (en) * 2004-07-21 2008-05-01 Tokyo Seiko Co Ltd Rockfall preventive fence
JP2010043471A (en) * 2008-08-13 2010-02-25 Nippon Concrete Ind Co Ltd Pile construction apparatus and pile construction method
JP2012184629A (en) * 2011-03-08 2012-09-27 Mikio Umeoka Erection structure and erection method for signposts not requiring welding on job site
JP2018204341A (en) * 2017-06-06 2018-12-27 マルエイ三英株式会社 Erection and removal structure of continuous fence, and erection and removal method of continuous fence

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008101467A (en) * 2004-07-21 2008-05-01 Tokyo Seiko Co Ltd Rockfall preventive fence
JP2010043471A (en) * 2008-08-13 2010-02-25 Nippon Concrete Ind Co Ltd Pile construction apparatus and pile construction method
JP2012184629A (en) * 2011-03-08 2012-09-27 Mikio Umeoka Erection structure and erection method for signposts not requiring welding on job site
JP2018204341A (en) * 2017-06-06 2018-12-27 マルエイ三英株式会社 Erection and removal structure of continuous fence, and erection and removal method of continuous fence

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