JP2024039864A - Boundary pile - Google Patents

Boundary pile Download PDF

Info

Publication number
JP2024039864A
JP2024039864A JP2022144555A JP2022144555A JP2024039864A JP 2024039864 A JP2024039864 A JP 2024039864A JP 2022144555 A JP2022144555 A JP 2022144555A JP 2022144555 A JP2022144555 A JP 2022144555A JP 2024039864 A JP2024039864 A JP 2024039864A
Authority
JP
Japan
Prior art keywords
leg
boundary
leg body
boundary pile
head body
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
JP2022144555A
Other languages
Japanese (ja)
Other versions
JP7360661B1 (en
Inventor
忍 渡井
Shinobu Watai
貴 廣瀬
Takashi Hirose
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
MARUJI CONCRETE KOGYOSHO KK
Maxstone KK
Original Assignee
MARUJI CONCRETE KOGYOSHO KK
Maxstone KK
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 MARUJI CONCRETE KOGYOSHO KK, Maxstone KK filed Critical MARUJI CONCRETE KOGYOSHO KK
Priority to JP2022144555A priority Critical patent/JP7360661B1/en
Application granted granted Critical
Publication of JP7360661B1 publication Critical patent/JP7360661B1/en
Publication of JP2024039864A publication Critical patent/JP2024039864A/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

To provide a boundary pile capable of improving weight saving and workability while securing necessary strength.SOLUTION: A boundary pile in accordance with the present invention is configured to allow weight saving while securing strength of a leg body as well as to prevent easy rotation underground through being provided with a cement mortal or concrete head body exposed on the ground and representing a boundary point and the metal or synthetic resin leg body installed under the ground, with the upper part of the leg body connected with the lower part of the head part, wherein the leg body comprises a plurality of panel parts extending in an axial direction. Also, its transportation is allowed through stacking a plurality of the leg bodies to make them compact.SELECTED DRAWING: Figure 1

Description

本発明は、所有地の境目や用地の境目等の境界の地盤に打ち込む境界杭に関するものである。 The present invention relates to a boundary pile that is driven into the ground at a boundary such as a boundary between owned land or a boundary between sites.

境界杭は、その役割上、高強度で耐候性及び耐火性に富む構造のものでなければならず、従来はコンクリート製の柱体から成るものが主流として使用されてきた。 Due to their role, boundary piles must have a structure with high strength, weather resistance, and fire resistance, and conventionally, boundary piles consisting of columns made of concrete have been mainly used.

しかし、コンクリート製柱体から成る境界杭は、高重量であると共に、設置作業(地中への打ち込み作業や埋設作業)が煩雑となる。特に山間部等の運搬車両が入り込めない場所に設置するのは大変な重労働となる。 However, boundary piles made of concrete columns are heavy and require complicated installation work (driving into the ground and burying). In particular, it is very hard work to install it in a place where transportation vehicles cannot enter, such as in mountainous areas.

他方、軽量化を図った境界杭として、合成樹脂製柱体から成る境界杭が開発されているが、合成樹脂は耐火性に乏しく、野焼きや火事などにより変形してしまい、境界杭としての役割を果たせなくなるおそれがある。 On the other hand, boundary piles made of synthetic resin columns have been developed as lightweight boundary piles, but synthetic resin has poor fire resistance and deforms due to open burning or fire, making it difficult to use as boundary piles. There is a risk that you will not be able to fulfill your goals.

そこで、下記特許文献1に示すように、コンクリートと合成樹脂の利点を活かした境界杭が開発されている。下記特許文献1の境界杭は、コンクリート製の角柱状の頭体と、該頭体よりも小径で合成樹脂製の円柱状又は角柱状の杭体とを連結して成る構造となっている。 Therefore, as shown in Patent Document 1 below, boundary piles have been developed that take advantage of the advantages of concrete and synthetic resin. The boundary pile disclosed in Patent Document 1 below has a structure in which a prismatic head body made of concrete is connected to a cylindrical or prismatic pile body made of synthetic resin and having a smaller diameter than the head body.

特開平10-221079号公報Japanese Patent Application Publication No. 10-221079

よって、上記特許文献1の境界杭にあっては、脚体を合成樹脂製にして軽量化と設置作業の簡便化を図りつつ、頭体をコンクリート製にして耐候性と耐火性を付与することができる。 Therefore, in the boundary pile of Patent Document 1, the legs are made of synthetic resin to reduce weight and simplify the installation work, while the head is made of concrete to provide weather resistance and fire resistance. I can do it.

しかしながら、上記特許文献1の境界杭は、地中に埋設される脚体が頭体よりも小径の柱状であるために、地中へ打ち込み易い反面、頭体を回転させれば梃の原理で小さい力で杭体を回転させながら簡単に地中から引き抜くことができるおそれをも有している。言うまでもなく、簡単に地中から引き抜くことができれば、本来の境界杭の役割を果たすことができない。 However, the boundary pile of Patent Document 1 is easy to drive into the ground because the legs buried in the ground are columnar with a smaller diameter than the head. There is also a risk that the pile body can be easily pulled out of the ground while rotating with a small force. Needless to say, if it can be easily pulled out of the ground, it cannot fulfill its original role as a boundary pile.

本発明は、上記従来の境界杭が抱える問題点を解消すると共に、必要な強度を確保しつつ、更なる軽量化と作業性の向上を図ることができる境界杭を提供する。 The present invention solves the problems of the conventional boundary piles described above, and provides a boundary pile that can further reduce weight and improve workability while ensuring necessary strength.

要述すると、本発明に係る境界杭は、地上に露出して境界点を示すセメントモルタル製又はコンクリート製の頭体と、地中に埋設される金属製又は合成樹脂製の脚体を備え、該脚体の上部と上記頭体の下部とを連結して成り、上記脚体は軸方向に延びる複数のパネル状部で構成することにより、上記脚体を強度確保しつつ軽量化できると共に、地中で容易に回転することができないようにする。また、複数の上記脚体を重ねてコンパクトにして運搬することができる。 In summary, the boundary pile according to the present invention includes a head body made of cement mortar or concrete that is exposed above the ground and indicates a boundary point, and legs made of metal or synthetic resin that are buried underground, The upper part of the leg body and the lower part of the head body are connected, and the leg body is composed of a plurality of panel-like parts extending in the axial direction, thereby making it possible to reduce the weight while ensuring the strength of the leg body, Prevent it from rotating easily underground. Further, a plurality of the above-mentioned legs can be piled up to make it compact and transportable.

好ましくは、上記頭体の下部に上記脚体の上部を埋設することにより、上記脚体の上部と上記頭体の下部とを連結する構成とし、簡便に且つ確実に両者を連結することができる。 Preferably, the upper part of the leg body is connected to the lower part of the head body by embedding the upper part of the leg body in the lower part of the head body, so that the two can be easily and reliably connected. .

また、上記脚体を形鋼で構成することにより、必要な強度を確保した脚体を容易に且つ安価に準備することができる。 Moreover, by constructing the leg body from a sectioned steel, a leg body having the necessary strength can be easily and inexpensively prepared.

また、上記形鋼の上部に連結用軸を設け、該連結用軸の自由端部を上記脚体の上部として上記頭体の下部に埋設することにより、上記頭体と上記脚体を適切且つ強固に連結することができる。 Further, by providing a connecting shaft in the upper part of the section steel, and embedding the free end of the connecting shaft in the lower part of the head body as the upper part of the leg body, the head body and the leg body can be properly and Can be firmly connected.

好ましくは、上記脚体に抜け止め部を設け、簡単に地中から引き抜けないようにする。 Preferably, the legs are provided with a retaining portion to prevent them from being easily pulled out of the ground.

また、上記抜け止め部は上記脚体のパネル状部に切り込みを入れて形成した抜け止め片を折り曲げて形成することにより、複雑な工程を経ずに設けることができると共に、新たな部材を用いなくても設けることができる。 Furthermore, the retaining portion can be formed by bending a retaining piece formed by making a cut in the panel-shaped portion of the leg body, so that it can be provided without going through a complicated process, and by using a new member. It can be provided without it.

本発明に係る境界杭は、耐候性と耐火性を備えることはもちろん、軽量化と設置作業性向上を図りながらも必要強度を発揮することができる。 The boundary pile according to the present invention not only has weather resistance and fire resistance, but also can exhibit the necessary strength while reducing weight and improving installation workability.

また、本発明に係る境界杭は、脚体が地中内で容易には回転しないので、地中から引き抜かれにくい。更には、簡単に抜け止め防止機能を付与することができ、長年に亘って境界杭としての役割を発揮することができる。 Moreover, since the leg of the boundary pile according to the present invention does not easily rotate in the ground, it is difficult to be pulled out from the ground. Furthermore, it can easily be provided with a function to prevent it from coming off, allowing it to function as a boundary pile for many years.

本発明に係る境界杭の分解斜視図である。FIG. 1 is an exploded perspective view of a boundary pile according to the present invention. 本発明に係る境界杭を設置した状態を示す説明図である。It is an explanatory view showing the state where the boundary pile concerning the present invention is installed. 本発明に係る境界杭の連結用軸を設けない例を示す、分解斜視図である。FIG. 2 is an exploded perspective view showing an example in which a boundary pile according to the present invention is not provided with a connecting shaft. 本発明に係る境界杭の横断面T形の脚体の例を示す、分解斜視図である。FIG. 2 is an exploded perspective view showing an example of a leg body having a T-shaped cross section of a boundary pile according to the present invention. 本発明に係る境界杭の横断面H形の脚体の例を示す、分解斜視図である。FIG. 2 is an exploded perspective view showing an example of a leg body having an H-shaped cross section of a boundary pile according to the present invention.

以下、本発明に係る境界杭の最適な実施例について、図1乃至図5に基づき説明する。 DESCRIPTION OF THE PREFERRED EMBODIMENTS An optimal embodiment of a boundary pile according to the present invention will be described below with reference to FIGS. 1 to 5.

<境界杭1の基本構成>
図1,図2に示すように、本発明に係る境界杭1は、土地の境目等の境界の地盤Gに打ち込まれて使用に供されるものであり、地上に一部又は全部露出して境界点を示す頭体2と、地中に埋設される脚体3を備え、頭体2の下部と脚体3の上部とを連結して成る。
<Basic configuration of boundary pile 1>
As shown in FIGS. 1 and 2, the boundary pile 1 according to the present invention is used by being driven into the ground G at a boundary such as a land boundary, and is partially or completely exposed above the ground. It comprises a head body 2 indicating a boundary point and leg bodies 3 buried underground, and the lower part of the head body 2 and the upper part of the leg bodies 3 are connected.

頭体2は、耐候性及び耐火性を発揮できるようにセメントモルタル製又はコンクリート製とする一方、脚体3は、脚体3自体ひいては境界杭1全体の軽量化を図るために金属製又は合成樹脂製とすることができる。 The head body 2 is made of cement mortar or concrete to exhibit weather resistance and fire resistance, while the leg body 3 is made of metal or synthetic material in order to reduce the weight of the leg body 3 itself and the entire boundary pile 1. It can be made of resin.

≪頭体2の構成≫
頭体2は、既述のように、セメントモルタル製又はコンクリート製であり、工場等で予め型枠を利用して柱状に製造されるものである。全体形状としては、柱状であれば、角柱状や円柱状等、断面形状は特に問わないが、図1等に示すように、角柱状として、互いに対向する頂面2a及び下面2cと、四つの側面2bを有する構造とすれば、頂面2aに+溝や-溝、矢印等を刻設して境界点を示すことができ、各側面2bに必要に応じて文字や数字等を刻設することができる。
<<Composition of head body 2>>
As mentioned above, the head body 2 is made of cement mortar or concrete, and is manufactured in advance into a columnar shape using a formwork in a factory or the like. As long as the overall shape is columnar, the cross-sectional shape is not particularly limited, such as prismatic or cylindrical, but as shown in FIG. If the structure has side surfaces 2b, boundary points can be indicated by engraving + grooves, - grooves, arrows, etc. on the top surface 2a, and letters, numbers, etc. can be engraved on each side surface 2b as necessary. be able to.

また、図1,図3乃至図5に示すように、頭体2の下面2cの中央には、後述する脚体3の上部(連結用軸3bの自由端部)を受け入れる連結用孔2dを形成する構成となっている。図1,図4,図5の例のように、脚体3に連結用軸3bを設け、該連結用軸3bの自由端部(突出部分)を脚体3の上部として埋設する場合には、連結用孔2dは連結用軸3bの自由端部の形状に合わせた形状にし、図3の例のように、連結用軸3bを設けない場合には、脚体3の上部形状に合わせて連結用孔2dを形成する。 Further, as shown in FIGS. 1, 3 to 5, a connecting hole 2d for receiving the upper part of the leg 3 (the free end of the connecting shaft 3b), which will be described later, is provided at the center of the lower surface 2c of the head body 2. It is configured to form. As in the examples of FIGS. 1, 4, and 5, when a connecting shaft 3b is provided on the leg 3 and the free end (protruding portion) of the connecting shaft 3b is buried as the upper part of the leg 3, The connecting hole 2d is shaped to match the shape of the free end of the connecting shaft 3b, and if the connecting shaft 3b is not provided as in the example of FIG. A connecting hole 2d is formed.

実際に頭体2の下部と脚体3の上部を連結するときには、頭体2の連結用孔2dに脚体3の上部を差し入れると共にエポキシパテ、エポキシ粘土、硬化粘土、コンクリート用接着剤補修粘土等の樹脂系接着剤を充填して固化させれば、脚体3の上部が頭体2の下部に埋設され、当該頭体2の下部と脚体3の上部が連結することとなる。 When actually connecting the lower part of the head body 2 and the upper part of the leg body 3, insert the upper part of the leg body 3 into the connection hole 2d of the head body 2, and use epoxy putty, epoxy clay, hardened clay, concrete adhesive, repair clay, etc. If a resin adhesive such as the like is filled and solidified, the upper part of the leg body 3 will be buried in the lower part of the head body 2, and the lower part of the head body 2 and the upper part of the leg body 3 will be connected.

なお、本発明にあっては、セメントモルタル又はコンクリートで頭体2を成型する時に該セメントモルタル又はコンクリートで脚体3の上部を埋設することを排除しない。この場合には、当然に頭体2に連結用孔2dを設ける必要はない。 Note that the present invention does not exclude burying the upper part of the leg body 3 in cement mortar or concrete when molding the head body 2 with cement mortar or concrete. In this case, it is naturally unnecessary to provide the connecting hole 2d in the head body 2.

≪脚体3の構成≫
脚体3は、既述のように金属製又は合成樹脂製であり、図1,図3乃至図5に示すように、軸方向に延びる複数のパネル状部3aで構成される。なお、既述のように、脚体3の上部を頭体2の下部に埋設する関係上、脚体3は頭体2よりも小径であることが望ましいが、必要強度や設置場所等に応じて適宜調整することができる。また、合成樹脂としては、高密度ポリエチレン(High-density polyethylene)やABS樹脂等の打撃によって破損し難い材を用いる。
≪Configuration of leg body 3≫
The leg body 3 is made of metal or synthetic resin as described above, and is composed of a plurality of panel-like parts 3a extending in the axial direction, as shown in FIGS. 1 and 3 to 5. As mentioned above, since the upper part of the leg 3 is buried in the lower part of the head 2, it is desirable that the leg 3 has a smaller diameter than the head 2, but the diameter may be smaller depending on the required strength, installation location, etc. It can be adjusted accordingly. Furthermore, as the synthetic resin, a material that is not easily damaged by impact, such as high-density polyethylene or ABS resin, is used.

脚体3は、例えば、図1に示すように、断面L字状となるように二つのパネル状部3aで構成する他、図4に示すように、断面T字状となるように二つのパネル状部3aで構成したり、図5に示すように、断面H字状となるように三つのパネル状部3aで構成したりすることができる。また、具体的には図示しないが、断面I字状、断面Z字状や断面C字状(断面コの字状)にすることも実施に応じ任意である。 For example, as shown in FIG. 1, the leg body 3 is composed of two panel-shaped parts 3a so as to have an L-shaped cross section, and as shown in FIG. It can be configured with a panel-shaped portion 3a, or can be configured with three panel-shaped portions 3a so as to have an H-shaped cross section as shown in FIG. Further, although not specifically shown in the drawings, it is also possible to have an I-shaped cross section, a Z-shaped cross section, or a C-shaped cross section (U-shaped cross section) depending on the implementation.

このように、脚体3を複数のパネル状部3aで構成することにより、必要強度を確保しつつ容積を減らして軽量化することができる。また、地中への打ち込み作業も容易となると共に、地中埋設後は簡単に回転しないので、抜け止めを防止することができる。更に、重ねることができ、多数本の脚体3をコンパクトに運搬することができる。 By configuring the leg body 3 with a plurality of panel-like parts 3a in this way, it is possible to reduce the volume and weight while ensuring the necessary strength. In addition, it becomes easier to drive it into the ground, and since it does not rotate easily after being buried underground, it is possible to prevent it from coming off. Furthermore, they can be stacked and a large number of legs 3 can be transported compactly.

本発明にあっては、L形鋼(アングル材)、T形鋼、H形鋼、I形鋼やC形鋼(チャンネル材)等の既存の形鋼を用いて容易にパネル状部3aを有した脚体3を準備することができる。既存の形鋼であれば強度等を容易に確かめることができると共に安価に準備することができる。 In the present invention, the panel-shaped portion 3a can be easily formed using existing steel sections such as L section steel (angle material), T section steel, H section steel, I section steel, and C section steel (channel material). It is possible to prepare the leg body 3 having the following structure. If it is an existing shaped steel, its strength etc. can be easily checked and it can be prepared at low cost.

また、更なる引き抜き防止のために、脚体3には単数又は複数の抜け止め部4を設けることが望ましい。抜け止め部4は脚体3の打ち込み時に障害とならず、打ち込み後は抜け止め機能を発揮するものであれば特に限定はないが、本発明にあっては、図1等に示すように、パネル状部3aに切り込みを入れて形成した抜け止め片を折り曲げて形成することが好ましい。煩雑な工程を経ずに、また新たな部材を用いずに抜け止め部4を容易に設けることができるからである。切り込み角度θ1や折り曲げ角度θ2は、設置場所の地盤の状況等に応じて適宜調整することができる。 Further, in order to further prevent the leg from being pulled out, it is desirable to provide one or more retaining portions 4 on the leg body 3. The retaining part 4 is not particularly limited as long as it does not become an obstacle when the leg body 3 is driven in and functions as a retainer after being driven in, but in the present invention, as shown in FIG. It is preferable to form this by bending a retaining piece formed by making a cut in the panel-shaped portion 3a. This is because the retaining portion 4 can be easily provided without going through complicated steps or using new members. The cutting angle θ1 and the bending angle θ2 can be adjusted as appropriate depending on the ground conditions at the installation location.

なお、頭体2との適切且つ確実な連結のために、図1,図4,図5のように、連結用軸3bを設けることが望ましい。連結用軸3bは既存の異形鉄筋を利用することができる。また、図1乃至図5に示すように、脚体3の下部には、該脚体3を地中に打ち込み易くするために下向きに尖る形状に加工した先鋭部3cを設けることが望ましい。 In addition, for proper and reliable connection with the head body 2, it is desirable to provide a connection shaft 3b as shown in FIGS. 1, 4, and 5. An existing deformed reinforcing bar can be used as the connecting shaft 3b. Further, as shown in FIGS. 1 to 5, it is desirable to provide the lower part of the leg 3 with a sharpened portion 3c that is sharpened downward in order to make it easier to drive the leg 3 into the ground.

<境界杭1の設置方法>
上記説明した頭体2と脚体3を連結して成る、本発明に係る境界杭1の設置方法について説明する。
<How to install boundary pile 1>
A method for installing the boundary pile 1 according to the present invention, which is formed by connecting the head body 2 and leg body 3 described above, will be explained.

本発明に係る境界杭1にあっては、頭体2と脚体3を設置現場まで別体のまま運搬し、設置現場で脚体3を地盤Gに打ち込んで地中に埋設した後、該埋設された脚体3の上部と頭体2の下部を、既述のように樹脂系接着剤を介して連結することが望ましい。 In the boundary pile 1 according to the present invention, the head body 2 and the leg body 3 are transported as separate bodies to the installation site, and the leg body 3 is driven into the ground G at the installation site and buried underground. It is desirable to connect the upper part of the buried leg body 3 and the lower part of the head body 2 via a resin adhesive as described above.

頭体2と脚体3を設置現場まで別体のまま運搬すれば、特に脚体3は重ねて運搬することができ、運搬効率を高めることができるからである。また、頭体2と連結する前の脚体3のみを打ち込む方が設置作業が格段に容易となるからである。 This is because if the head body 2 and the leg body 3 are transported as separate bodies to the installation site, the leg body 3 in particular can be transported one on top of the other, and the transport efficiency can be increased. Further, the installation work is much easier if only the leg body 3 is driven in before being connected to the head body 2.

以上説明したように、本発明に係る境界杭1は、頭体2をセメントモルタル製又はコンクリート製として耐候性と耐火性を付与しつつ、脚体3を金属製又は合成樹脂製とすると共に複数のパネル状部3aから成る構成として軽量化と設置作業性向上を図りながらも必要強度を発揮することができる。 As explained above, in the boundary pile 1 according to the present invention, the head body 2 is made of cement mortar or concrete to provide weather resistance and fire resistance, and the leg body 3 is made of metal or synthetic resin. As the structure consists of the panel-shaped portion 3a, it is possible to exhibit the necessary strength while reducing weight and improving installation workability.

また、本発明に係る境界杭1は、脚体3が地中内で容易には回転しないので、地中から引き抜かれにくい。更には、簡単に抜け止め部4を設けることができ、長年に亘って境界杭としての役割を発揮することができる。 Further, in the boundary pile 1 according to the present invention, the leg body 3 does not easily rotate in the ground, so it is difficult to be pulled out from the ground. Furthermore, the retaining portion 4 can be easily provided, and the boundary pile can function as a boundary pile for many years.

1…境界杭、2…頭体、2a…頂面、2b…側面、2c…下面、2d…連結用孔、3…脚体、3a…パネル状部、3b…連結用軸、3c…先鋭部、4…抜け止め部、θ1…切れ込み角度、θ2…折り曲げ角度。 DESCRIPTION OF SYMBOLS 1...Boundary pile, 2...Head, 2a...Top surface, 2b...Side surface, 2c...Bottom surface, 2d...Connection hole, 3...Legs, 3a...Panel-like part, 3b...Connection shaft, 3c...Pointed part , 4... Retaining portion, θ1... Cutting angle, θ2... Bending angle.

Claims (6)

地上に露出して境界点を示すセメントモルタル製又はコンクリート製の頭体と、地中に埋設される金属製又は合成樹脂製の脚体を備え、該脚体の上部と上記頭体の下部とを連結して成り、上記脚体は軸方向に延びる複数のパネル状部で構成したことを特徴とする境界杭。 A head body made of cement mortar or concrete that is exposed above the ground and indicates a boundary point, and legs made of metal or synthetic resin that are buried underground, and the upper part of the leg body and the lower part of the head body are 1. A boundary pile, characterized in that the leg body is constituted by a plurality of panel-shaped parts extending in the axial direction. 上記頭体の下部に上記脚体の上部を埋設することにより、上記脚体の上部と上記頭体の下部とを連結したことを特徴とする請求項1記載の境界杭。 The boundary pile according to claim 1, wherein the upper part of the leg body is connected to the lower part of the head body by embedding the upper part of the leg body in the lower part of the head body. 上記脚体を形鋼で構成したことを特徴とする請求項2記載の境界杭。 3. The boundary pile according to claim 2, wherein the leg is made of section steel. 上記形鋼の上部に連結用軸を設け、該連結用軸の自由端部を上記脚体の上部として上記頭体の下部に埋設したことを特徴とする請求項3記載の境界杭。 4. The boundary pile according to claim 3, wherein a connecting shaft is provided in the upper part of the section steel, and the free end of the connecting shaft is embedded in the lower part of the head body as the upper part of the leg body. 上記脚体に抜け止め部を設けたことを特徴とする請求項1記載の境界杭。 The boundary pile according to claim 1, wherein the leg body is provided with a retaining portion. 上記抜け止め部は上記脚体のパネル状部に切り込みを入れて形成した抜け止め片を折り曲げて形成したことを特徴とする請求項5記載の境界杭。 6. The boundary pile according to claim 5, wherein the retaining portion is formed by bending a retaining piece formed by cutting a panel-shaped portion of the leg.
JP2022144555A 2022-09-12 2022-09-12 boundary stake Active JP7360661B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2022144555A JP7360661B1 (en) 2022-09-12 2022-09-12 boundary stake

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2022144555A JP7360661B1 (en) 2022-09-12 2022-09-12 boundary stake

Publications (2)

Publication Number Publication Date
JP7360661B1 JP7360661B1 (en) 2023-10-13
JP2024039864A true JP2024039864A (en) 2024-03-25

Family

ID=88242110

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2022144555A Active JP7360661B1 (en) 2022-09-12 2022-09-12 boundary stake

Country Status (1)

Country Link
JP (1) JP7360661B1 (en)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5164005U (en) * 1974-11-09 1976-05-20
US4185424A (en) * 1978-03-13 1980-01-29 Phone-Ducs, Inc. Molded plastic stake
JPS55147611U (en) * 1979-04-10 1980-10-23
JPS57139810U (en) * 1981-02-25 1982-09-01
JPH0499019U (en) * 1991-01-31 1992-08-27
JP2005156376A (en) * 2003-11-26 2005-06-16 Tokai Haipura Kk Hollow buried pile
JP2005180937A (en) * 2003-12-16 2005-07-07 Kazuo Mitsuoka Light-weight boundary stake and lightweight stake
JP2006342613A (en) * 2005-06-10 2006-12-21 Up Field Kk Indication pile

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5164005U (en) * 1974-11-09 1976-05-20
US4185424A (en) * 1978-03-13 1980-01-29 Phone-Ducs, Inc. Molded plastic stake
JPS55147611U (en) * 1979-04-10 1980-10-23
JPS57139810U (en) * 1981-02-25 1982-09-01
JPH0499019U (en) * 1991-01-31 1992-08-27
JP2005156376A (en) * 2003-11-26 2005-06-16 Tokai Haipura Kk Hollow buried pile
JP2005180937A (en) * 2003-12-16 2005-07-07 Kazuo Mitsuoka Light-weight boundary stake and lightweight stake
JP2006342613A (en) * 2005-06-10 2006-12-21 Up Field Kk Indication pile

Also Published As

Publication number Publication date
JP7360661B1 (en) 2023-10-13

Similar Documents

Publication Publication Date Title
US8215874B2 (en) Modular foundation designs and methods
JP4281567B2 (en) Reinforcement structure of existing pier foundation and reinforcement method of existing pier foundation
CN100580193C (en) Foundation structure of steel tower
JP2006348526A (en) Composite pile foundation structure and pile foundation type support method of structure
JP6237078B2 (en) Pile joint structure and pile standing method
JP2003232033A (en) Foundation pile structure
JP7360661B1 (en) boundary stake
KR100654964B1 (en) Reinforcing Member of Pile with an Extended Head
JP4536615B2 (en) Construction method of steel pillars to steel pipe piles, buried pipe body and pile construction method
JP5471381B2 (en) Filling reinforcement method
KR100808977B1 (en) Connecting structure of corner supporting beam for temporary soil sheathing work
KR200450809Y1 (en) Coupling for reinforcing crossway displacement of base pile
KR102051386B1 (en) construction method of flexural and seismic reinforcing high strength concrete pile with metal cap
RU2288325C1 (en) Screw pile
KR100661123B1 (en) Concrete Pile with an Extended Head Using Reinforcing Plate
KR101452185B1 (en) Concrete Composite Steel Pile and Its Manufacturing Apparatus and Method
KR20060001806A (en) Rotary press-in pile
JP2007002522A (en) Earth reinforcement method
WO2006126915A2 (en) Screw pile and method for inserting it
JP2007023539A (en) Foam resin masonry pile
GB2426777A (en) A pile sleeve
CN219586706U (en) Foundation reinforcement embedded pile for building construction
CN220927882U (en) Foundation pit supporting mechanism for building construction
JP2018197490A (en) Concrete sheet pile member, earth retaining wall and method for constructing earth retaining wall
CN220768090U (en) Variable cross-section foundation pit bracing member

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20230809

A871 Explanation of circumstances concerning accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A871

Effective date: 20230809

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: 20230912

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20230921

R150 Certificate of patent or registration of utility model

Ref document number: 7360661

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150