JP2021092074A - Support structure - Google Patents

Support structure Download PDF

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JP2021092074A
JP2021092074A JP2019223338A JP2019223338A JP2021092074A JP 2021092074 A JP2021092074 A JP 2021092074A JP 2019223338 A JP2019223338 A JP 2019223338A JP 2019223338 A JP2019223338 A JP 2019223338A JP 2021092074 A JP2021092074 A JP 2021092074A
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pile
main body
support
pile head
strut
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JP7272589B2 (en
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三月 久野
Mitsuki Kuno
三月 久野
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Kuno Shoji Co Ltd
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Kuno Shoji Co Ltd
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  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Fencing (AREA)

Abstract

To solve a problem that: when installing a mesh fence, a support pile for support is driven from a ground surface into the ground of an installation location, but if an upper end of the support pile is hit with a hammer or the like, the upper end of the support pile may be crushed; therefore, it may not be possible to cover a cap having an inner diameter substantially the same as the outer diameter of the support pile; and it may be difficult to fit another member.CONSTITUTION: The present invention is a one-piece type support structure comprising a support pile which includes a pile head, a main body, and a tip and penetrates into the ground from the sharp tip to support an attachment, and an end cap that is attached to the pile head. And the support structure is characterized that a hit portion with a diameter smaller than the outer diameter of the main body is projected from the pile head, and a fixing hole for fixing the attachment is pierced in a communication state into the main body.SELECTED DRAWING: Figure 2

Description

本発明は、地中に貫入され、メッシュフェンス等の添設物を支持する1ピース型、又は、2ピース型の支柱構造物に関する。 The present invention relates to a one-piece type or two-piece type strut structure that penetrates into the ground and supports an accessory such as a mesh fence.

農業や畜産等においては獣害防止のため、また、太陽光発電所の周囲には不審者等の侵入を防止するため、メッシュフェンス等を設置することがある。フェンスを設置する場合、設置場所の地表から地中にかけて、支えとなる支柱杭を打ち込み、この支柱杭にメッシュ状のフェンス部を添設する。 In agriculture and livestock, mesh fences may be installed around the solar power plant to prevent animal damage and to prevent the invasion of suspicious persons. When installing a fence, a support pillar pile is driven from the ground surface to the ground of the installation location, and a mesh-shaped fence portion is attached to the support pillar pile.

地中に支柱杭を打ち込む際、そのままの状態で支柱杭の上端を打ち込むと、支柱杭の上端が潰れてしまうおそれがある。そこで、杭の上端に打込みキャップを被せ、ここをハンドハンマーや油圧式の自動ハンマー等で打ち付けることによって、支柱杭を地面に貫入立設させることが行われている。 When driving a support pile into the ground, if the upper end of the support pile is driven as it is, the upper end of the support pile may be crushed. Therefore, a driving cap is put on the upper end of the pile, and the pillar pile is pierced and erected on the ground by hitting the pile with a hand hammer, a hydraulic automatic hammer, or the like.

しかし、支柱杭を打ち込む際に、毎回支柱杭の上端に打込みキャップを被せるという作業は、煩雑であり、また、作業員の失念等により、打込みキャップ自体が現場に持ち込まれないケースも考えられる。支柱杭と打込みキャップが一体のものとしては、文献1がある。 However, the work of covering the upper end of the support pile with the driving cap every time the support pile is driven is complicated, and there may be a case where the driving cap itself is not brought to the site due to the worker's forgetfulness or the like. Document 1 is available as an integral part of the support pile and the driving cap.

文献1は、金属製パイプの一端を閉塞した尖端状に形成し、かつ周縁が鍔状に張り出した金属製キャップを他端に嵌装固定して頭部を形成してなる仮囲い取付用くいである。 Document 1 is a temporary enclosure mounting pile in which one end of a metal pipe is formed in a pointed shape with one end closed, and a metal cap having a brim-shaped peripheral edge is fitted and fixed to the other end to form a head. Is.

実開昭58−111760号公報Jikkai Sho 58-111760

文献1に係る発明は、上端には金属製キャップを嵌装固定することによって、全体として一つのブロック状のくい頭部が形成されているので、固い地盤(地中)に対しても打込みによる上端口縁が圧潰して外方に張り出すめくれを生じることがない。 In the invention according to Document 1, one block-shaped pile head is formed as a whole by fitting and fixing a metal cap at the upper end, so that even a hard ground (underground) can be driven. The upper edge does not crush and cause curling outward.

しかし、金属製パイプを打ち込んだ後、その上端にエンドキャップを被せる場合や、金属製パイプの上端に別部材を接続させるような場合は、文献1に係る金属製キャップは、その周縁が鍔状に張り出しているため、金属製パイプの外径と略同じ内径のキャップを被せることができず、また、別部材を嵌着させることも困難な場合がある。 However, when the end cap is put on the upper end of the metal pipe after being driven in, or when another member is connected to the upper end of the metal pipe, the metal cap according to Document 1 has a brim-shaped peripheral edge. It may not be possible to cover the cap with an inner diameter substantially the same as the outer diameter of the metal pipe, and it may be difficult to fit another member.

そこで、本発明の目的は、支柱杭を地中に打ち込む際、杭頭部から突設する被打部を打ち込むことにより、杭頭部が潰れることがない支柱構造物を提供するものである。 Therefore, an object of the present invention is to provide a strut structure in which the pile head is not crushed by driving a hit portion projecting from the pile head when the pillar pile is driven into the ground.

請求項1の発明は、杭頭部と、本体部と、先端部とからなり、鋭角な先端部から地中に貫入され、添設物を支持する支柱杭と、杭頭部に冠着するエンドキャップとからなる1ピース型の支柱構造物であって、本体部の外径よりも小径の被打部を杭頭部に突設し、本体部に添設物固定用の固定穴を貫通状態に穿設したことを特徴とした、支柱構造物である。 The invention of claim 1 comprises a pile head, a main body portion, and a tip portion, which penetrates into the ground from a sharp tip portion and is crowned to a pillar pile supporting an attachment and a pile head. It is a one-piece type strut structure consisting of an end cap, and a hit portion with a diameter smaller than the outer diameter of the main body is projected onto the pile head, and a fixing hole for fixing the attachment is penetrated through the main body. It is a strut structure characterized by being drilled in a state.

請求項2の発明は、本体部が鋼材又は鋼管であることを特徴とした、請求項1に記載の支柱構造物である。 The invention according to claim 2 is the strut structure according to claim 1, wherein the main body is made of a steel material or a steel pipe.

請求項3の発明は、本体部は、断面が円形又は多角形であることを特徴とした、請求項1又は請求項2に記載の支柱構造物である。 The invention according to claim 3 is the support column structure according to claim 1 or 2, wherein the main body portion has a circular or polygonal cross section.

請求項4の発明は、杭頭部と、本体部と、先端部とからなり、鋭角な先端部から地中に貫入されるベース杭と、添設物を支持する支柱部材とを有してなる2ピース型の支柱構造物であって、ベース杭には、本体部の外径よりも小径の被打部を杭頭部に突設し、支柱部材には、添設物固定用の固定穴を貫通状態に穿設し、ベース杭に支柱部材を嵌着したことを特徴とした、支柱構造物である。 The invention of claim 4 includes a base pile composed of a pile head, a main body portion, and a tip portion, which penetrates into the ground from a sharp tip portion, and a strut member for supporting an attachment. This is a two-piece type strut structure, in which a hit portion having a diameter smaller than the outer diameter of the main body is projected from the pile head to the base pile, and the strut member is fixed for fixing an accessory. It is a strut structure characterized in that a hole is drilled in a penetrating state and a strut member is fitted to a base pile.

請求項5の発明は、本体部が鋼材又は鋼管であって、支持部材が鋼管であることを特徴とした、請求項4に記載の支柱構造物である。 The invention of claim 5 is the strut structure according to claim 4, wherein the main body is a steel material or a steel pipe, and the support member is a steel pipe.

請求項6の発明は、本体部及び支柱部材は、断面が円形又は多角形であることを特徴とした請求項4又は請求項5に記載の支柱構造物である。 The invention of claim 6 is the strut structure according to claim 4 or 5, wherein the main body and the strut member have a circular or polygonal cross section.

請求項7の発明は、被打部は、杭頭部に溶接固定したことを特徴とした、請求項1乃至請求項6のいずれか1項に記載の支柱構造物である。 The invention according to claim 7 is the strut structure according to any one of claims 1 to 6, wherein the hit portion is welded and fixed to the pile head.

請求項8の発明は、縦桟及び横桟で網目を形成するフェンス部をさらに備え、フェンス部を、本体部、又は、支持部材に添設したことを特徴とした、請求項1乃至請求項7のいずれか1項に記載の支柱構造物である。 The invention of claim 8 is characterized in that a fence portion forming a mesh with a vertical rail and a horizontal rail is further provided, and the fence portion is attached to a main body portion or a support member. 7. The strut structure according to any one of 7.

請求項1の発明によれば、支柱杭を地中に打ち込む際、杭頭部から突設する被打部を打ち込むため、杭頭部が潰れることがなく、杭頭部にエンドキャップを冠着させることができる。 According to the invention of claim 1, when the pillar pile is driven into the ground, the hit portion protruding from the pile head is driven, so that the pile head is not crushed and the end cap is attached to the pile head. Can be made to.

請求項2の発明によれば、1ピース型の支柱構造物の支柱杭の本体部において、剛性、運搬や設置等を考慮して、適宜選択することができる。 According to the second aspect of the present invention, the main body of the pillar pile of the one-piece type pillar structure can be appropriately selected in consideration of rigidity, transportation, installation and the like.

請求項3の発明によれば、多様な形状の支柱杭を選択することができる。 According to the invention of claim 3, various shapes of pillar piles can be selected.

請求項4の発明によれば、ベース杭を地中に打ち込む際、杭頭部から突設する被打部を打ち込むため、杭頭部が潰れることがないため、ベース杭に支持部材を嵌着することができる。また、2ピース型の支柱構造物であるため、保存、運搬、設置を簡単に行うことができる。 According to the invention of claim 4, when the base pile is driven into the ground, the hit portion protruding from the pile head is driven, so that the pile head is not crushed, so that the support member is fitted to the base pile. can do. Moreover, since it is a two-piece type support column structure, it can be easily stored, transported, and installed.

請求項5の発明によれば、2ピース型の支柱構造物のベース杭の本体部や支持部材において、剛性、運搬や設置等を考慮して、適宜選択することができる。 According to the invention of claim 5, the main body portion and the support member of the base pile of the two-piece type strut structure can be appropriately selected in consideration of rigidity, transportation, installation and the like.

請求項6の発明によれば、多様な形状の支柱杭を選択することができる。 According to the invention of claim 6, various shapes of pillar piles can be selected.

請求項7の発明によれば、さらに剛性の向上を図ることができる。 According to the invention of claim 7, the rigidity can be further improved.

請求項8の発明によれば、獣害防止や、不審者等の侵入防止等のため、メッシュフェンスを添設することができる。 According to the invention of claim 8, a mesh fence can be provided in order to prevent animal damage, prevent the invasion of suspicious persons, and the like.

1ピース型の支柱構造物の支柱杭の正面図である。It is a front view of the pillar pile of the one-piece type pillar structure. 図1の一部拡大斜視図である。It is a partially enlarged perspective view of FIG. 支柱杭(鋼管)の横断面図で、(a)は断面円形の支柱杭、(b)は断面四角形の支柱杭を図示したものである。It is a cross-sectional view of a support pile (steel pipe), in which (a) is a support pile having a circular cross section, and (b) is a support pile having a quadrangular cross section. エンドキャップの斜視図である。It is a perspective view of an end cap. 添設物を添設した状態の1ピース型の支柱構造物を設置した状態の一部透視した正面図である。It is a partially perspective front view of the state where the one-piece type support column structure with the attachment is installed. 図5の側面図である。It is a side view of FIG. 2ピース型の支柱構造物のベース杭の正面図である。It is a front view of the base pile of a two-piece type strut structure. 2ピース型の支柱構造物の支柱部材の正面図である。It is a front view of the support member of a two-piece type support structure. 添設物を添設した状態の2ピース型の支柱構造物を設置した状態の正面図である。It is a front view of the state in which the two-piece type support column structure with the attachment is installed. 縦桟の上方に傾斜角度を持たせた他の例の添設物を添設した状態の支柱構造物の側面図である。It is a side view of the support column structure in the state where the attachment of another example which gave the inclination angle above the vertical rail was attached. 他の例のエンドキャップの側面図である。It is a side view of the end cap of another example.

本発明は、縦桟41及び横桟42で網目を形成する添設物4であるメッシュフェンス(フェンス部)を添設支持する支柱構造物である。この支柱構造物は、1ピース型の支柱構造物1、又は、ベース杭21(打込み杭)と、このベース杭21の上端側に嵌着され、フェンス部(添設物4)を添設支持する支柱部材3とを有してなる2ピース型の支柱構造物2に分けられる。 The present invention is a strut structure that supports and supports a mesh fence (fence portion), which is an accessory 4 that forms a mesh with a vertical rail 41 and a horizontal rail 42. This strut structure is fitted to the one-piece type strut structure 1 or the base pile 21 (driving pile) and the upper end side of the base pile 21, and supports the fence portion (attachment 4). It is divided into a two-piece type strut structure 2 having a strut member 3 to be formed.

以下、1ピース型の支柱構造物1、2ピース型の支柱構造物2について説明し、その他の構成物品についても説明する。 Hereinafter, the one-piece type strut structure 1 and the two-piece type strut structure 2 will be described, and other constituent articles will also be described.

1ピース型の支柱構造物1は、文字通り、1本継ぎの支柱構造物であり、その構成物品としては、主に、支柱杭11、エンドキャップ17の他、添設物4であるところのフェンス部等が挙げられる。 The one-piece type strut structure 1 is literally a one-piece strut structure, and its constituent articles are mainly a strut pile 11, an end cap 17, and a fence where it is an adjunct 4. Department etc. can be mentioned.

図1で図示したように、支柱杭11は、杭頭部13と、本体部14と、先端部15に分けられる。杭頭部13は、1ピース型の支柱構造物1の支柱杭11の頭部分である。換言すると、支柱杭11を地中G1に貫入させた場合、上方側(天側)が杭頭部13となる。また、先端部15は杭頭部13の反対側(大地側)にあり、先端部15は鋭角で、この鋭角な先端部15から地中G1に貫入される。 As shown in FIG. 1, the pillar pile 11 is divided into a pile head 13, a main body 14, and a tip 15. The pile head 13 is the head portion of the pillar pile 11 of the one-piece type pillar structure 1. In other words, when the pillar pile 11 penetrates into the underground G1, the upper side (top side) becomes the pile head 13. Further, the tip portion 15 is on the opposite side (ground side) of the pile head 13, and the tip portion 15 has an acute angle, and the tip portion 15 penetrates into the underground G1 from the acute angle tip portion 15.

本発明の特徴の一つとして、本体部14や杭頭部13の外径よりも小径の被打部16を杭頭部13に突設している。この被打部16は、支柱杭11を地中G1に貫入する際に打ち込む箇所で、この被打部16を自動ハンマー、ハンドハンマー等で打つことによって、徐々に支柱杭11を地中G1に貫入させることができる。 As one of the features of the present invention, a hit portion 16 having a diameter smaller than the outer diameter of the main body portion 14 and the pile head 13 is projected from the pile head 13. The hit portion 16 is a portion to be driven when the support pile 11 is penetrated into the underground G1. By hitting the hit portion 16 with an automatic hammer, a hand hammer, or the like, the support pile 11 is gradually brought into the underground G1. Can be penetrated.

この被打部16は、本体部14や杭頭部13の外径よりも小径であればよく、径のサイズは問わない。また、杭頭部13に突設していればよく、突設した長さも問わない。すなわち、被打部16の径のサイズ、突設した長さは、適宜選択することができる。 The hit portion 16 may have a diameter smaller than the outer diameter of the main body portion 14 and the pile head 13, and the diameter may not be limited. Further, it suffices as long as it protrudes from the pile head 13, and the length of the protrusion does not matter. That is, the size of the diameter of the hit portion 16 and the protruding length can be appropriately selected.

この被打部16については、被打部16を本体部14の上端の杭頭部13に溶接固定することが考えられる。具体的には、杭頭部13と被打部16との接続箇所に接続部材(不図示)を溶接(肉盛溶接)する。なお、接続部材としては、例えば、溶接金属、金属粉末等が考えられるが、杭頭部13と被打部16を接続することができればどのような素材であってもよい。 Regarding the hit portion 16, it is conceivable that the hit portion 16 is welded and fixed to the pile head 13 at the upper end of the main body portion 14. Specifically, a connecting member (not shown) is welded (built-up welding) to the connection portion between the pile head 13 and the hit portion 16. As the connecting member, for example, weld metal, metal powder, or the like can be considered, but any material may be used as long as the pile head 13 and the hit portion 16 can be connected.

例えば、支柱杭11が、図3(a)のような筒状(鋼管)の場合、支柱杭11の上端から支柱杭11の内径よりも小径の被打部16の一部を挿入し、支柱杭11の上端(杭頭部13)と被打部16との接続箇所に接続部材を溶接する。また、支柱杭11が柱状の場合(不図示)、支柱杭11の上端の杭頭部13に、支柱杭11の外径よりも小径の被打部16を載置し、支柱杭11の上端(杭頭部13)と被打部16との接続箇所に接続部材を溶接する。 For example, when the support pile 11 has a tubular shape (steel pipe) as shown in FIG. 3A, a part of the hit portion 16 having a diameter smaller than the inner diameter of the support pile 11 is inserted from the upper end of the support pile 11 to support the support. A connecting member is welded to the connection point between the upper end of the pile 11 (pile head 13) and the hit portion 16. When the support pile 11 is columnar (not shown), a hit portion 16 having a diameter smaller than the outer diameter of the support pile 11 is placed on the pile head 13 at the upper end of the support pile 11, and the upper end of the support pile 11 is placed. A connecting member is welded to the connection point between the (pile head 13) and the hit portion 16.

その他、被打部16は、本体部14から削りだしによって成形してもよい。また、鋳造によっても一体成形することもできる。 In addition, the hit portion 16 may be formed by shaving from the main body portion 14. It can also be integrally molded by casting.

支柱杭11の杭頭部13を打ち付けることにより、支柱杭11を地中G1に貫入させるような場合、ハンマー等による打撃で杭頭部13が潰れてしまい、その潰れた部分が外側(支柱杭11の外径よりも外側)に張り出すことによって、支柱杭11の外径と略同じ内径のエンドキャップ17等を冠着させることが困難な場合がある。本発明によれば、杭頭部13を打ち付けるものではなく、被打部16を打ち付けるものであるため、支柱杭11の外径と略同じ内径のエンドキャップ17等を冠着させることができる。 When the pile head 13 of the pillar pile 11 is driven to penetrate the underground G1, the pile head 13 is crushed by a blow with a hammer or the like, and the crushed portion is on the outside (support pile). It may be difficult to attach an end cap 17 or the like having an inner diameter substantially the same as the outer diameter of the support pile 11 by projecting to the outside (outside the outer diameter of 11). According to the present invention, since the pile head 13 is not driven but the hit portion 16 is driven, an end cap 17 or the like having an inner diameter substantially the same as the outer diameter of the support pile 11 can be attached.

先端部15は、上述のように、地中G1に貫入させるため鋭角となっている。この先端部15は、本体部14と別部材としてもよいし、図10で図示したように、本体部14と一体であってもよい。 As described above, the tip portion 15 has an acute angle so as to penetrate into the underground G1. The tip portion 15 may be a separate member from the main body portion 14, or may be integrated with the main body portion 14 as shown in FIG.

先端部15を本体部14と別部材とした場合は、本体部14に比較して硬質の素材であることが望ましい。例えば、クロム鋼鋼材(SCr420浸炭焼入鋼等)が挙げられる。先端部15を本体部14よりも硬質の素材で構成すれば、より容易に、より確実に地中G1に貫入させることができる。 When the tip portion 15 is a separate member from the main body portion 14, it is desirable that the material is harder than the main body portion 14. For example, chrome steel (SCr420 charcoal-burned steel, etc.) can be mentioned. If the tip portion 15 is made of a material harder than the main body portion 14, it can be more easily and more reliably penetrated into the underground G1.

本体部14と別部材とした先端部15については、本体部14の下端に溶接固定することが考えられる。具体的には、本体部14の下端と先端部15との接続箇所に接続部材を溶接(肉盛溶接)する。なお、接続部材としては、例えば、溶接金属、金属粉末等が考えられるが、本体部14と先端部15を接続することができればどのような素材であってもよい。 It is conceivable that the tip portion 15 which is a separate member from the main body portion 14 is welded and fixed to the lower end of the main body portion 14. Specifically, the connecting member is welded (build-up welding) to the connection portion between the lower end portion of the main body portion 14 and the tip portion 15. As the connecting member, for example, weld metal, metal powder, or the like can be considered, but any material may be used as long as the main body portion 14 and the tip portion 15 can be connected.

本体部14からの削りだしによって先端部15を本体部14と一体で構成することができる。その他、鋳造によっても一体成形することもできる。 The tip portion 15 can be integrally formed with the main body portion 14 by shaving from the main body portion 14. In addition, it can also be integrally molded by casting.

さらには、先端部15を鍛造によって成形することができ、この鍛造によれば、より強度を確保することができる。 Further, the tip portion 15 can be formed by forging, and according to this forging, more strength can be secured.

本体部14は、1ピース型の支柱構造物1の本体となる部分であり、この本体部14に添設物4(フェンス部)が添設される。このため、本体部14には、添設物固定用の固定穴14bを貫通状態に穿設している。なお、固定穴14bの設置位置は問わない。縦桟41及び横桟42で網目を形成するフェンス部を添設することができればどのような位置であってもよい。なお、ある程度の間隔で二箇所〜三箇所程穿設されているのが望ましい。 The main body portion 14 is a portion that becomes the main body of the one-piece type support column structure 1, and an attachment 4 (fence portion) is attached to the main body portion 14. For this reason, the main body portion 14 is provided with a fixing hole 14b for fixing the accessory in a penetrating state. The installation position of the fixing hole 14b does not matter. Any position may be used as long as a fence portion forming a mesh can be attached to the vertical rail 41 and the horizontal rail 42. In addition, it is desirable that two or three places are drilled at a certain interval.

本体部14としては、鋼材又は鋼管が挙げられるが、軽量化を図る等のため、鋼管が望ましい。また、本体部14の断面は、円形又は多角形等であることが考えられる。したがって、円筒状、円柱状、多角筒状、多角柱状等のうち、適宜選択して使用することができるが、軽量化の観点からすると、円筒状、多角筒状であることがより望ましい。多角形としては、例えば、図3(b)のような四角形の他、三角形、五角形、六角形、七角形、八角形等が考えられる。 Examples of the main body portion 14 include steel materials and steel pipes, but steel pipes are desirable in order to reduce weight and the like. Further, the cross section of the main body portion 14 is considered to be circular, polygonal or the like. Therefore, a cylindrical shape, a cylindrical shape, a polygonal cylinder shape, a polygonal columnar shape, or the like can be appropriately selected and used, but from the viewpoint of weight reduction, the cylindrical shape or the polygonal cylinder shape is more preferable. Examples of the polygon include a quadrangle as shown in FIG. 3B, a triangle, a pentagon, a hexagon, a heptagon, an octagon, and the like.

また、例えば、支柱杭11が、図3で図示したような筒状の場合、固定穴14bから本体部14の内部に入り込んだ雨水を地中側へ排水する排水穴14cが貫通状に形成してある。なお、排水穴14cの径、数、位置等は問わないため、どのような径、数、位置であってもよいが、排水穴14cの位置に関しては、本体部14の下方に形成するのが望ましい。 Further, for example, when the support pile 11 has a tubular shape as shown in FIG. 3, a drainage hole 14c for draining rainwater that has entered the inside of the main body 14 from the fixing hole 14b to the underground side is formed in a penetrating shape. There is. Since the diameter, number, position, etc. of the drainage holes 14c are not limited, any diameter, number, and position may be used, but the position of the drainage holes 14c is formed below the main body 14. desirable.

材質としては、例えば、比較的軟質のSS400材のような安価で、耐久性が高いものが挙げられるが、他の材質であってもよい。 Examples of the material include inexpensive and highly durable materials such as SS400 material, which is relatively soft, but other materials may be used.

なお、長さ、径、色、表面処理に関しては問わず、どのようなものであってもよい。また、表面処理に関しては、先メッキ処理を施した後、粉体塗装を行うこと等が考えられる。そして、本体部14への添設物4(フェンス部)の添設固定に関しては、U字状のフックボルトやナット等の添設固定具5を介して下記のように行われる。 The length, diameter, color, and surface treatment may be any. As for the surface treatment, it is conceivable to perform powder coating after pre-plating. Then, the attachment and fixing of the attachment 4 (fence portion) to the main body 14 is performed as follows via the attachment fixture 5 such as a U-shaped hook bolt or nut.

まず、支柱杭11の本体部14(添設面14a)にフェンス部を添えた状態で、脚部に螺子溝が螺設されたフックボルトを支柱杭11の本体部の固定穴に挿通する。このフックボルトの固定穴14bへの挿通は、フェンス部側から行う。 First, with the fence portion attached to the main body portion 14 (attachment surface 14a) of the support pile 11, a hook bolt having a screw groove screwed in the leg portion is inserted into a fixing hole of the main body portion of the support pile 11. The hook bolt is inserted into the fixing hole 14b from the fence portion side.

そして、フックボルトのフック部分でフェンス部の横桟(又は縦桟)を引っ掛け、この状態でフックボルトの螺子溝にナットをねじ込んでいく。これにより、支柱杭11の本体部14に添設物4(フェンス部)が添設固定されることとなる。 Then, the horizontal rail (or vertical rail) of the fence portion is hooked by the hook portion of the hook bolt, and the nut is screwed into the screw groove of the hook bolt in this state. As a result, the attachment 4 (fence portion) is attached and fixed to the main body portion 14 of the support pile 11.

支柱杭11に関しては、防錆性を有する溶融亜鉛メッキ処理を施すことが考えられる。また、土壌に含まれている有機物による腐食を防止するため、防蝕性の高い塗料の塗布や、コーティング等を施すこともできる。したがって、例えば、支柱杭11の地中G1に貫入される箇所には防蝕性の高い塗料を塗布し、地中G1から出た箇所には溶融亜鉛メッキ処理を施してもよい。 It is conceivable that the support pile 11 is subjected to a hot-dip galvanizing treatment having a rust preventive property. Further, in order to prevent corrosion due to organic substances contained in the soil, a paint having high corrosion resistance can be applied, or a coating or the like can be applied. Therefore, for example, a paint having high corrosion resistance may be applied to a portion of the pillar pile 11 that penetrates into the underground G1, and a hot-dip galvanizing treatment may be applied to a portion that exits the underground G1.

フェンス部は、縦桟41と横桟42からなり、これら縦桟41と横桟42が組み合わさって網目を形成している、格子状のメッシュフェンスである。縦桟41や横桟42の線径や、網目のサイズ等に関しては問わないため、どのような線径、網目のサイズであってもよい。 The fence portion is a grid-like mesh fence composed of a vertical rail 41 and a horizontal rail 42, and the vertical rail 41 and the horizontal rail 42 are combined to form a mesh. Since the wire diameter of the vertical rail 41 and the horizontal rail 42, the size of the mesh, and the like are not limited, any wire diameter and mesh size may be used.

フェンス部の上方の上端、具体的には、縦桟41の上端に樹脂製等のキャップ(不図示)を設けてもよい。これによって、縦桟41の上端をガードすることができる。 A cap (not shown) made of resin or the like may be provided at the upper end of the fence portion, specifically, at the upper end of the vertical rail 41. As a result, the upper end of the vertical rail 41 can be guarded.

また、縦桟41の上方を、図6のようにU字状(側面視半円状)、又は、図10のように傾斜角度を持たせることによって、小動物の侵入を防止することもできる。なお、この場合であっても縦桟41の上端に樹脂製等のキャップを設けてもよい。 Further, the invasion of small animals can be prevented by providing a U-shape (semicircular side view) as shown in FIG. 6 or an inclination angle as shown in FIG. 10 above the vertical crosspiece 41. Even in this case, a cap made of resin or the like may be provided at the upper end of the vertical rail 41.

縦桟41の上方をU字状とした場合、エンドキャップ17を冠着しやすくするため、縦桟41の上方端面が、縦桟41の本体部14に添設する面とが少なくとも面一であることが望ましい。 When the upper part of the vertical rail 41 is U-shaped, the upper end surface of the vertical rail 41 is at least flush with the surface attached to the main body portion 14 of the vertical rail 41 so that the end cap 17 can be easily attached. It is desirable to have.

被打部16、杭頭部13に冠着するエンドキャップ17を備える。このエンドキャップ17は、主に樹脂製であり、被打部16、杭頭部13をカバーするものである。 An end cap 17 that is crowned to the hit portion 16 and the pile head 13 is provided. The end cap 17 is mainly made of resin and covers the hit portion 16 and the pile head 13.

エンドキャップ17が杭頭部13までカバーするものであるので、エンドキャップ17の内径は、少なくとも本体部14の外径と略同じであることが必要となる。また、エンドキャップ17が被打部16のみをカバーするものであるような場合、エンドキャップ17の内径は、被打部16の外径と略同じか、被打部16の外径よりも大径である必要がある。なお、エンドキャップ17の本体部14への冠着に関しては、どのような構成、方法であってもよい。例えば、エンドキャップ17の内側や本体部14に凹凸を設け、この凹凸を利用してエンドキャップ17を本体部14に冠着させてもよい。 Since the end cap 17 covers up to the pile head 13, the inner diameter of the end cap 17 needs to be at least substantially the same as the outer diameter of the main body portion 14. Further, when the end cap 17 covers only the hit portion 16, the inner diameter of the end cap 17 is substantially the same as the outer diameter of the hit portion 16 or larger than the outer diameter of the hit portion 16. Must be diameter. It should be noted that any configuration and method may be used for attaching the end cap 17 to the main body 14. For example, the inside of the end cap 17 or the main body portion 14 may be provided with irregularities, and the end caps 17 may be attached to the main body portion 14 by utilizing the irregularities.

2ピース型の支柱構造物2は、文字通り、2本継ぎの支柱構造物であり、構成物品としては、主に、ベース杭21(打込み杭)、支柱部材3が挙げられ、ベース杭21と支柱部材3が上下一体となるものである。その他の構成物品としては、添設物4であるフェンス部等が挙げられる。 The two-piece type strut structure 2 is literally a two-joint strut structure, and the constituent articles mainly include a base pile 21 (driving pile) and a strut member 3, and the base pile 21 and the strut The members 3 are vertically integrated. Examples of other constituent articles include a fence portion, which is an accessory 4.

ベース杭21は、1ピース型の支柱構造物1の支柱杭11と同様に、杭頭部23と、本体部24と、先端部25に分けられる。杭頭部23は、2ピース型の支柱構造物2の杭の頭部分である。換言すると、2ピース型の支柱構造物2を地中G1に貫入させた場合、本体部24の上方側(天側)が杭頭部23である。また、先端部25は杭頭部23の反対側(大地側)にあり、先端部25は鋭角で、この鋭角な先端部25から地中G1に貫入される。 The base pile 21 is divided into a pile head 23, a main body portion 24, and a tip portion 25, similarly to the pillar pile 11 of the one-piece type pillar structure 1. The pile head 23 is a pile head portion of the two-piece type support column structure 2. In other words, when the two-piece type support column structure 2 is penetrated into the underground G1, the upper side (top side) of the main body portion 24 is the pile head 23. Further, the tip portion 25 is on the opposite side (ground side) of the pile head 23, and the tip portion 25 has an acute angle, and the tip portion 25 penetrates into the underground G1 from the acute angle tip portion 25.

2ピース型の支柱構造物2の被打部26は、1ピース型の支柱構造物1の被打部16と同様であるため、説明を割愛する。 Since the hit portion 26 of the two-piece type strut structure 2 is the same as the hit portion 16 of the one-piece type strut structure 1, the description thereof will be omitted.

先端部25に関しても、2ピース型の支柱構造物2の先端部25は、1ピース型の支柱構造物1の先端部15と同様であるため、説明を割愛する。 Regarding the tip portion 25, since the tip portion 25 of the two-piece type strut structure 2 is the same as the tip portion 15 of the one-piece type strut structure 1, the description thereof will be omitted.

2ピース型の支柱構造物2の本体部24は、1ピース型の支柱構造物1の本体部14と異なり、添設物4(フェンス部)を添設するものではない点で相違するが、その他の点については、1ピース型の支柱構造物1の本体部14とほぼ同様であるため、説明を割愛する。その他の相違する点として、本体部24には、ネジ溝を螺設した連結固定穴24bを設けており、後述のように、ベース杭21と支柱部材3が連結固定具6を介して連結される。なお、図示しないが、連結固定穴24bを設けず、溶接したT溝ナット及びボルトによってベース杭21と支柱部材3を連結してもよい。 The main body 24 of the two-piece strut structure 2 is different from the main body 14 of the one-piece strut structure 1 in that the attachment 4 (fence portion) is not attached. Since the other points are almost the same as those of the main body 14 of the one-piece support column structure 1, the description thereof will be omitted. Another difference is that the main body 24 is provided with a connecting fixing hole 24b in which a screw groove is screwed, and as described later, the base pile 21 and the strut member 3 are connected via the connecting fixing tool 6. To. Although not shown, the base pile 21 and the support column member 3 may be connected by welded T-groove nuts and bolts without providing the connection fixing hole 24b.

そして、このベース杭21の上端側に、フェンス部を支持する支柱部材3が嵌着される。 Then, a support column member 3 that supports the fence portion is fitted to the upper end side of the base pile 21.

(支持部材)
上述したように、2ピース型の支柱構造物2では、支柱部材3に添設物4(フェンス部)が添設される。このため、支柱部材3には、添設物4(フェンス部)固定用の連結固定穴24bを貫通状態に穿設しているが、連結固定穴24bの設置位置は問わない。縦桟41及び横桟42で網目を形成するフェンス部を添設することができればどのような位置であってもよい。ある程度の間隔で二箇所〜三箇所程穿設されているのが望ましい。また、支柱部材3には、ネジ溝を螺設した連結固定穴3bを設けており、ベース杭21と支柱部材3が連結固定具6を介して連結される。
(Support member)
As described above, in the two-piece type strut structure 2, an adjunct 4 (fence portion) is attached to the strut member 3. Therefore, although the connecting fixing hole 24b for fixing the attachment 4 (fence portion) is bored in the support column member 3 in a penetrating state, the installation position of the connecting fixing hole 24b does not matter. Any position may be used as long as a fence portion forming a mesh can be attached to the vertical rail 41 and the horizontal rail 42. It is desirable that two or three places are drilled at a certain interval. Further, the support column member 3 is provided with a connection fixing hole 3b in which a screw groove is screwed, and the base pile 21 and the support column member 3 are connected via a connection fixture 6.

(接続)
ベース杭21の上端側に支柱部材3が嵌着され、ベース杭21と支柱部材3が一体となるが、ベース杭21に被せるようにしてベース杭21と支柱部材3を一体とする。ちなみに、支柱部材3が筒状の場合は、ベース杭21の外径よりも支柱部材3の内径が大きければ、そのままの状態で嵌着できるが、支柱部材3が柱状の場合は、ベース杭21が入り込む空間を一部設ける必要がある。
(Connection)
The strut member 3 is fitted to the upper end side of the base pile 21, and the base pile 21 and the strut member 3 are integrated. However, the base pile 21 and the strut member 3 are integrated so as to cover the base pile 21. By the way, when the strut member 3 is tubular, if the inner diameter of the strut member 3 is larger than the outer diameter of the base pile 21, it can be fitted as it is, but when the strut member 3 is columnar, the base pile 21 can be fitted. It is necessary to provide a part of the space for the stakes to enter.

2ピース型の支柱構造物2の支柱部材3の上端に冠着するエンドキャップ18(17)を備えることもできる。特に、支柱部材3が筒状の場合は、内部に雨等が入り込むため、支柱部材3の上端を封止するエンドキャップ18(17)が必要となる。具体的には、図4で図示した、1ピース型の支柱構造物1の支柱杭11の杭頭部13に冠着するエンドキャップ17を使用することができ、支柱部材3の外径と略同じ内径を有するエンドキャップ17で支柱部材3の上端を封止することによってカバーすることができる。また、同じく支柱部材3が筒状の場合は、図11で図示したような、支柱部材3の杭頭部13(穴)に嵌合するような構造のエンドキャップ18であってもよい。なお、エンドキャップ18の本体部14への冠着に関しては、どのような構成、方法であってもよいことは、1ピース型の支柱構造物1と同様である。 An end cap 18 (17) to be attached to the upper end of the support member 3 of the two-piece type support structure 2 can also be provided. In particular, when the strut member 3 has a tubular shape, rain or the like enters the inside, so an end cap 18 (17) for sealing the upper end of the strut member 3 is required. Specifically, the end cap 17 that is attached to the pile head 13 of the pillar pile 11 of the one-piece type pillar structure 1 shown in FIG. 4 can be used, and is abbreviated as the outer diameter of the pillar member 3. It can be covered by sealing the upper end of the support column member 3 with an end cap 17 having the same inner diameter. Similarly, when the strut member 3 has a tubular shape, the end cap 18 may have a structure that fits into the pile head 13 (hole) of the strut member 3 as shown in FIG. As for the crowning of the end cap 18 to the main body 14, any configuration and method may be used, which is the same as that of the one-piece type strut structure 1.

2ピース型の支柱構造物2の施工方法について簡単に説明する。 The construction method of the two-piece type strut structure 2 will be briefly described.

フェンスを設置する箇所において、ベース杭21を地中に貫入する。主にハンドハンマー、又は、自動ハンマーでベース杭21の被打部26を打ち込むことによってベース杭21を地中G1に貫入させる。 The base pile 21 is penetrated into the ground at the place where the fence is installed. The base pile 21 is penetrated into the underground G1 mainly by driving the hit portion 26 of the base pile 21 with a hand hammer or an automatic hammer.

ベース杭21を打ち込んだら、この打ち込んだベース杭21の上に支柱部材3を嵌着する(繋ぎ合わせる)。そして、ベース杭21の本体部24の連結固定穴24bと、支柱部材3の連結固定穴3bを合わせ、これら連結固定穴24b及び連結固定穴3bにネジ溝を螺設した連結固定具6を挿入することによってベース杭21と支柱部材3が一体となる。これによりベース杭21及び支柱部材3(合わせて「支柱」とする)が地中G1に立設される。複数本支柱を立設するような場合は、支柱間の距離は問わないが、2メートル位の間隔を設けて立設するが望ましい。 After driving the base pile 21, the support member 3 is fitted (joined) on the driven base pile 21. Then, the connecting fixing hole 24b of the main body 24 of the base pile 21 and the connecting fixing hole 3b of the strut member 3 are aligned, and the connecting fixing tool 6 in which the screw groove is screwed into the connecting fixing hole 24b and the connecting fixing hole 3b is inserted. By doing so, the base pile 21 and the support column member 3 are integrated. As a result, the base pile 21 and the support member 3 (collectively referred to as "support") are erected in the underground G1. When a plurality of columns are erected, the distance between the columns does not matter, but it is desirable to erection with an interval of about 2 meters.

1ピース型の支柱構造物1で説明したように、フックボルト等を利用して支柱部材3にフェンス部を添設する。 As described in the one-piece type strut structure 1, a fence portion is attached to the strut member 3 by using a hook bolt or the like.

そして、支柱部材3の上端にエンドキャップ18(17)を冠着する。以上の工程によって、2ピース型の支柱構造物2が地中に設置されることとなる。 Then, the end cap 18 (17) is attached to the upper end of the support column member 3. Through the above steps, the two-piece type strut structure 2 is installed in the ground.

1ピース型の支柱構造物1で設置したフェンス、2ピース型の支柱構造物2で設置したフェンスは、それぞれ隣設することがあるが、このような場合、フェンス部同士を連接固定する場合がある。 The fence installed in the one-piece type strut structure 1 and the fence installed in the two-piece type strut structure 2 may be installed next to each other. In such a case, the fences may be connected and fixed to each other. is there.

この場合、図示しないが、中央に固定穴を穿設し、両側に引っ掛けを備えた本体と、中央に固定穴を穿設し、本体の裏面側から縦桟41を押し当てる押当部材と、ボルトやナット等の連接固定具を利用してフェンス部同士を連接固定することができる。 In this case, although not shown, a main body having a fixing hole in the center and hooks on both sides, and a pressing member having a fixing hole in the center and pressing the vertical rail 41 from the back surface side of the main body. Fences can be articulated and fixed using articulated fixtures such as bolts and nuts.

具体的には、本体の一方側の引っ掛けに一方のフェンス部の縦桟41を引っ掛け、本体の他方側の引っ掛けに他方のフェンス部の縦桟41を引っ掛ける。つぎに、押当部材を本体の裏面側から押し当て、押当部材と引っ掛けによって縦桟41を挟み込む。そして、本体及び押当部材の固定穴にボルトを挿通し、ナットを締め込むことによってフェンス部同士を連接して固定することができる。 Specifically, the vertical rail 41 of one fence portion is hooked on the hook on one side of the main body, and the vertical rail 41 of the other fence portion is hooked on the hook on the other side of the main body. Next, the pressing member is pressed from the back surface side of the main body, and the vertical rail 41 is sandwiched by the pressing member and the hook. Then, by inserting bolts into the fixing holes of the main body and the pressing member and tightening the nuts, the fence portions can be connected and fixed to each other.

以上、各実施例に基づき本発明を説明したが、本発明は上記実施例に限定されるものではなく、本発明の趣旨を逸脱しない範囲で、変更を加えてもよいし、各実施例に記載の技術、又は、その他の公知や周知の技術を組み合わせるようにしてもよい。 Although the present invention has been described above based on each example, the present invention is not limited to the above-mentioned examples, and changes may be made to each example without departing from the spirit of the present invention. The described techniques or other known or well-known techniques may be combined.

1:1ピース型の支柱構造物
11:支柱杭
13:杭頭部
14:本体部
14a:添接面
14b:固定穴
14c:排水穴
15:先端部
16:被打部
17:エンドキャップ
18:エンドキャップ
2:2ピース型の支柱構造物
21:ベース杭
23:杭頭部
24:本体部
24b:連結固定穴
25:先端部
26:被打部
3:支柱部材
3b:連結固定穴
4:添設物
41:縦桟
42:横桟
5:添設固定具
6:連結固定具
G:地表
G1:地中

1: 1 piece type strut structure 11: prop pile 13: pile head 14: main body 14a: splicing surface 14b: fixing hole 14c: drain hole 15: tip 16: hit part 17: end cap 18: End cap 2: Two-piece type strut structure 21: Base pile 23: Pile head 24: Main body part 24b: Connecting fixing hole 25: Tip part 26: Hitting part 3: Strut member 3b: Connecting fixing hole 4: Architectural 41: Vertical stake 42: Horizontal stake 5: Attachment fixture 6: Connection fixture G: Ground surface G1: Underground

Claims (8)

杭頭部と、本体部と、先端部とからなり、鋭角な先端部から地中に貫入され、添設物を支持する支柱杭と、前記杭頭部に冠着するエンドキャップとからなる1ピース型の支柱構造物であって、
前記本体部の外径よりも小径の被打部を前記杭頭部に突設し、
前記本体部に添設物固定用の固定穴を貫通状態に穿設したことを特徴とした、支柱構造物。
It consists of a pile head, a main body, and a tip, and consists of a pillar pile that penetrates into the ground from an acute-angled tip and supports an attachment, and an end cap that is crowned to the pile head. It is a piece-type strut structure,
A hit portion having a diameter smaller than the outer diameter of the main body portion is projected onto the pile head.
A strut structure characterized in that a fixing hole for fixing an accessory is bored in the main body in a penetrating state.
前記本体部が鋼材又は鋼管であることを特徴とした、請求項1に記載の支柱構造物。
The strut structure according to claim 1, wherein the main body is made of a steel material or a steel pipe.
前記本体部は、断面が円形又は多角形であることを特徴とした、請求項1又は請求項2に記載の支柱構造物。
The strut structure according to claim 1 or 2, wherein the main body has a circular or polygonal cross section.
杭頭部と、本体部と、先端部とからなり、鋭角な先端部から地中に貫入されるベース杭と、添設物を支持する支柱部材とを有してなる2ピース型の支柱構造物であって、
前記ベース杭には、前記本体部の外径よりも小径の被打部を前記杭頭部に突設し、
前記支柱部材には、添設物固定用の固定穴を貫通状態に穿設し、
前記ベース杭に前記支柱部材を嵌着したことを特徴とした、支柱構造物。
A two-piece type support structure consisting of a pile head, a main body, and a tip, and having a base pile that penetrates into the ground from an acute-angled tip and a support member that supports an attachment. It ’s a thing,
In the base pile, a hit portion having a diameter smaller than the outer diameter of the main body portion is projected from the pile head.
A fixing hole for fixing an accessory is formed in the support column member in a penetrating state.
A strut structure characterized in that the strut member is fitted to the base pile.
前記本体部が鋼材又は鋼管であって、
前記支持部材が鋼管であることを特徴とした、請求項4に記載の支柱構造物。
The main body is a steel material or a steel pipe,
The strut structure according to claim 4, wherein the support member is a steel pipe.
前記本体部及び前記支柱部材は、断面が円形又は多角形であることを特徴とした請求項4又は請求項5に記載の支柱構造物。
The strut structure according to claim 4 or 5, wherein the main body and the strut member have a circular or polygonal cross section.
前記被打部は、前記杭頭部に溶接固定したことを特徴とした、請求項1乃至請求項6のいずれか1項に記載の支柱構造物。
The strut structure according to any one of claims 1 to 6, wherein the hit portion is welded and fixed to the pile head.
縦桟及び横桟で網目を形成するフェンス部をさらに備え、
前記フェンス部を、前記本体部、又は、前記支持部材に添設したことを特徴とした、請求項1乃至請求項7のいずれか1項に記載の支柱構造物。


Further equipped with a fence part that forms a mesh with vertical and horizontal rails,
The strut structure according to any one of claims 1 to 7, wherein the fence portion is attached to the main body portion or the support member.


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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7116516B1 (en) * 2022-02-08 2022-08-10 株式会社スペース二十四インフォメーション Strut fixing method

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07150823A (en) * 1993-11-25 1995-06-13 Matsushita Electric Works Ltd Erection method of outdoor post like gate post of fence post
JPH11181790A (en) * 1997-12-18 1999-07-06 Matsumura Kouzou Keikaku:Kk Execution method of building foundation
JP2012087564A (en) * 2010-10-21 2012-05-10 Lixil Corp Sounding prevention column
JP3203495U (en) * 2016-01-22 2016-03-31 小岩金網株式会社 Fence post
JP3209049U (en) * 2016-12-09 2017-03-02 日本ベース株式会社 Pile head striking device

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07150823A (en) * 1993-11-25 1995-06-13 Matsushita Electric Works Ltd Erection method of outdoor post like gate post of fence post
JPH11181790A (en) * 1997-12-18 1999-07-06 Matsumura Kouzou Keikaku:Kk Execution method of building foundation
JP2012087564A (en) * 2010-10-21 2012-05-10 Lixil Corp Sounding prevention column
JP3203495U (en) * 2016-01-22 2016-03-31 小岩金網株式会社 Fence post
JP3209049U (en) * 2016-12-09 2017-03-02 日本ベース株式会社 Pile head striking device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7116516B1 (en) * 2022-02-08 2022-08-10 株式会社スペース二十四インフォメーション Strut fixing method

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