JP6744163B2 - Support fence and protection fence - Google Patents

Support fence and protection fence Download PDF

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JP6744163B2
JP6744163B2 JP2016145074A JP2016145074A JP6744163B2 JP 6744163 B2 JP6744163 B2 JP 6744163B2 JP 2016145074 A JP2016145074 A JP 2016145074A JP 2016145074 A JP2016145074 A JP 2016145074A JP 6744163 B2 JP6744163 B2 JP 6744163B2
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support
fence
blade
side end
protective fence
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JP2018016937A (en
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佐川 就一
就一 佐川
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Sekisui Jushi Corp
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Description

本発明は、道路等に設置される防護柵に用いられる防護柵用支柱及び防護柵に関するものである。 The present invention relates to a protection fence support used for a protection fence installed on a road or the like, and a protection fence.

従来、道路等に設置される防護柵用支柱としては、例えば特許文献1〜3には、移動可能な車両に水平旋回自在に搭載される埋設機基部と、この埋設機基部の上に起伏自在に設けられるガイド装置と、このガイド装置により昇降移動自在な回転駆動装置及び打撃力発生装置を備えている支柱埋設装置により、土中にその一部を埋設される支柱が開示されており、防護柵用支柱のような小径の支柱を連続して埋設していくに際し、埋設時の騒音を抑えることができ、また硬質地盤への埋設も対応可能となるようである(特許文献1〜3)。 2. Description of the Related Art Conventionally, as a protection fence post installed on a road or the like, for example, in Patent Documents 1 to 3, an embedding machine base mounted on a movable vehicle so as to be horizontally rotatable, and undulating on the embedding machine base A pillar that is partially buried in soil is disclosed by a pillar embedding device that is provided with a guide device, a rotation drive device that can be moved up and down by the guide device, and a striking force generation device. When continuously burying small-diameter columns such as fence columns, noise during burying can be suppressed, and it is possible to bury in hard ground (Patent Documents 1 to 3). ..

特開2003−155745号公報JP, 2003-155745, A 特開2004−238883号公報JP, 2004-238883, A 特開2006−188855号公報JP, 2006-188855, A

しかしながら、上記防護柵用支柱においては、防護柵用支柱を回転駆動装置により埋設するのに加え、打撃力発生装置を用いることになるため、防護柵用支柱を打撃力により埋設する際には、やはり前記打撃力による騒音が発生することは否めず、更なる改良が望まれるものであった。 However, in the above-mentioned protective fence support, in addition to burying the protective fence support by the rotation drive device, since a striking force generator is used, when burying the protective fence support by striking force, It is undeniable that noise is generated by the striking force, and further improvement has been desired.

本発明は、防護柵用支柱を土中に埋設する際に、騒音の発生を低減させて埋設することができる構造を備えた防護柵用支柱及び防護柵を提供せんとするものである。 The present invention provides a protection fence support and a protection fence having a structure capable of reducing noise generation when burying the protection fence support in the soil.

上記目的を達成するために、本発明は次のような構成としている。
すなわち、本発明に係る防護柵用支柱は、円筒体状の支柱本体と、同じく円筒体の取付部の下端部に下方へ向かって突出する複数の刃部を設けてなる掘削部材とを備え、
前記取付部の外径は支柱本体の内径よりも小さく、掘削部材の取付部は下方から支柱本体内に挿通されて固定具により支柱本体に固定され、
前記刃部は、前記取付部の周方向に沿って複数の刃部がほぼ等間隔を空けて下方に突出するようにして設けられており、掘削部材が支柱本体に固定された状態において前記刃部は支柱本体の下端から下方へ突出するようになされていることを特徴とするものである。
In order to achieve the above object, the present invention has the following configuration.
That is, the protection fence support according to the present invention includes a cylindrical support main body, and an excavating member provided with a plurality of blade portions projecting downward at the lower end of the mounting portion of the cylindrical body,
The outer diameter of the mounting portion is smaller than the inner diameter of the strut body, the mounting portion of the excavation member is inserted into the strut body from below and fixed to the strut body by a fixture,
The blade portion is provided such that a plurality of blade portions project downward at substantially equal intervals along the circumferential direction of the mounting portion, and the blade is provided in a state in which the excavating member is fixed to the prop body. The part is characterized in that it projects downward from the lower end of the pillar body .

また本発明に係る防護柵用支柱は、支柱本体の下端部には挿通孔が設けられ、取付部の側壁には透孔が設けられて、当該挿通孔及び透孔に固定具が挿通されることにより掘削部材が支柱本体に固定されるようになされると共に、支柱本体の上端部近傍には、防護柵の横ビームを支持するビーム支持具を貫通ボルト及びナットを用いて固定するための貫通孔が形成されており、前記挿通孔及び貫通孔は、周方向において上下同じ角度位置に形成されているようにしてもよい。 Further, in the protective fence post according to the present invention, an insertion hole is provided in a lower end portion of the support main body, a through hole is provided in a side wall of the mounting portion, and a fixing tool is inserted into the insertion hole and the through hole. By doing so, the excavation member is fixed to the pillar main body, and a penetrating hole for fixing the beam support tool supporting the lateral beam of the protective fence using the through bolts and nuts near the upper end of the pillar main body. A hole may be formed, and the insertion hole and the through hole may be formed at the same angular position vertically in the circumferential direction .

また本発明に係る防護柵用支柱は、前記刃部は、左右の幅を画定する一方の側端に形成された円筒体の軸方向に延設された非傾斜側端部と、他方の側端に形成された前記非傾斜側端部に向けて先細りに傾斜する傾斜側端部とを備えるようにしてもよい。 Further, in the protection fence support according to the present invention, the blade portion includes a non-inclined side end portion extending in the axial direction of the cylindrical body formed at one side end defining the left and right widths and the other side. It may be provided with an inclined side end portion which is tapered toward the non-inclined side end portion formed at the end.

また本発明に係る防護柵用支柱は、前記刃部は、一方の側端に形成された円筒体の軸方向に延設された非傾斜側端部と、先細りに傾斜する傾斜側端部とを備えるようにしてもよい。 Further, in the protective fence post according to the present invention, the blade portion includes a non-inclined side end portion extending in the axial direction of a cylindrical body formed at one side end, and an inclined side end portion that is tapered. May be provided.

また本発明に係る防護柵は、上記発明に記載の防護柵用支柱を用い、その防護柵用支柱の支柱本体に柵部材が取付けられてなることを特徴とするものである。 Further, a protective fence according to the present invention is characterized in that the protective fence post described in the above invention is used, and a fence member is attached to a main body of the protective fence post.

本発明に係る防護柵用支柱によれば、円筒体からなる取付部を備えた掘削部材の下端部に、その周方向に沿って複数の刃部が間隔をあけて下方に突出して設けられ、前記取付部の側壁に透孔が設けられ、該取付部の透孔と、円筒体からなる支柱本体の下端部に設けられた挿通孔に固定具が挿通されて、前記掘削部材が前記支柱本体の下端部に、前記刃部が前記支柱本体の下端から突出するように取付けられているので、支柱本体の下端より下方に突出した刃部を設置場所に差し込み、支柱本体を設置場所の土砂や岩盤を掘削しながら回転埋設させるので、騒音の発生を効果的に低減させて埋設することができる。 According to the protective fence support according to the present invention, the lower end portion of the excavating member having the mounting portion made of a cylindrical body, a plurality of blade portions are provided along the circumferential direction so as to project downward at intervals. A through hole is provided in a side wall of the mounting portion, and a fixing tool is inserted through the through hole of the mounting portion and an insertion hole provided at a lower end portion of a supporting column main body made of a cylindrical body so that the excavating member is provided with the supporting column main body. Since the blade portion is attached to the lower end portion of the pillar body so as to project from the lower end of the pillar body, the blade portion that projects downward from the lower end of the pillar body is inserted into the installation location, Since the rock is laid underground while excavating, the noise can be effectively reduced and buried.

また本発明に係る防護柵用支柱によれば、前記掘削部材は前記支柱本体に内挿されているので、土砂等が前記防護柵用支柱の内部に入ってくることにより前記防護柵用支柱の先端が閉塞するのを抑制することができ、回転圧入打ち込み機具の施工荷重を低下させ、施工性を向上させることができる。即ち、鋼管杭の回転圧入方法において、施工時の地盤抵抗、特に、防護柵用支柱の先端の抵抗を低減し、施工荷重を低減させることにより、小さな施工重機によって施工が可能となり、さらには施工期間の短縮も実現することができ、もって防護柵設置に係る施工コストの低減が図られる。 Further, according to the protection fence support according to the present invention, since the excavation member is internally inserted in the support pillar main body, earth and sand etc. enter the protection fence support pillar, whereby the protection fence support It is possible to prevent the tip from being closed, reduce the construction load of the rotary press-in driving tool, and improve the construction efficiency. That is, in the method of rotary press-fitting of steel pipe piles, by reducing the ground resistance during construction, especially the resistance of the tips of the protective fence columns, and reducing the construction load, construction can be performed with a small construction heavy machine, and further construction The period can be shortened, and the construction cost for installing the protective fence can be reduced.

また本発明に係る防護柵用支柱によれば、前記刃部は、左右の幅を画定する一方の側端に形成された円筒体の軸方向に延設された非傾斜側端部と、他方の側端に形成された前記非傾斜側端部に向けて先細りに傾斜する傾斜側端部とを備えているので、支柱本体の下端より下方に突出した刃部を設置場所に押圧する際、設置場所に刃部を差し込み易いのに加え、設置場所に差し込んだ刃部を、非傾斜側端部の方向に回転させて、前記非傾斜側端部で土砂や岩盤をかき出すことができ、効率よく防護柵支柱を埋設することができるとともに、支柱本体を設置場所の土砂や岩盤を掘削しながら回転埋設させるので、騒音の発生を効果的に低減させて埋設することができ、さらには傾斜面からなる傾斜側端部の方向に回転させるのに比べ、支柱本体を回転させた時に設置場所からチップに上向きの反力がかかるのを防ぐことができる。 Further, according to the protection fence post according to the present invention, the blade portion includes a non-inclined side end portion extending in the axial direction of the cylindrical body formed at one side end defining the left and right widths, and the other end. Since it is provided with an inclined side end that is tapered toward the non-inclined side end formed at the side end, when pressing the blade portion protruding downward from the lower end of the strut body to the installation location, In addition to being easy to insert the blade into the installation location, the blade inserted into the installation location can be rotated in the direction of the end on the non-tilted side to scrape out soil and rock on the end on the non-tilted side. It is possible to bury the protection fence pillars well, and the pillar body is rotatably buried while excavating the earth and sand and rocks at the installation site, so it is possible to effectively reduce the generation of noise and bury it. It is possible to prevent an upward reaction force from being applied to the chip from the installation place when the support body is rotated, as compared with the case where the support body is rotated in the direction of the inclined side end.

また本発明に係る防護柵用支柱によれば、前記刃部は、一方の側端に形成された円筒体の軸方向に延設された非傾斜側端部と、先細りに傾斜する傾斜側端部とを備えているので、支柱本体の下端より下方に突出した刃部を設置場所に押圧する際、設置場所に刃部を差し込み易いのに加え、設置場所に差し込んだ刃部を、非傾斜側端部の方向に回転させて、前記非傾斜側端部で土砂や岩盤をかき出すことができ、効率よく防護柵支柱を埋設することができるとともに、支柱本体を設置場所の土砂や岩盤を掘削しながら回転埋設させるので、騒音の発生を効果的に低減させて埋設することができ、さらには傾斜面からなる傾斜側端部の方向に回転させるのに比べ、支柱本体を回転させた時に設置場所からチップに上向きの反力がかかるのを防ぐことができる。 Further, according to the protection fence post according to the present invention, the blade portion includes a non-inclined side end portion extending in the axial direction of the cylindrical body formed at one side end and an inclined side end that is tapered. Since it is equipped with a part, it is easy to insert the blade part that protrudes downward from the lower end of the strut main body into the installation place, and the blade part that has been inserted into the installation place is not inclined. By rotating in the direction of the side edge, the sand and rock can be scraped out at the non-inclined side edge, the protection fence pillar can be buried efficiently, and the pillar body excavates the earth and sand at the installation site. However, since it is rotated and buried, noise can be effectively reduced and buried, and compared to rotating in the direction of the inclined side end consisting of the inclined surface, it is installed when the pillar body is rotated. It is possible to prevent upward reaction force from being applied to the tip from a location.

また本発明に係る防護柵によれば、上記発明に記載の防護柵用支柱を用い、その防護柵用支柱の支柱本体に柵部材が取付けられているので、防護柵の施工の際の騒音を低減することができ、好ましい。 Further, according to the protective fence according to the present invention, since the protective fence post described in the above invention is used and the fence member is attached to the main body of the protective fence post, noise during construction of the protective fence is reduced. It can be reduced, which is preferable.

本発明に係る防護柵用支柱の実施の一形態を示す、(a)は正面図、(b)は右側面図、(c)は底面図、(d)は平面図である。1A is a front view, FIG. 1B is a right side view, FIG. 1C is a bottom view, and FIG. 1D is a plan view. 図1に示す防護柵用支柱の下部を拡大した一部分解の正面図である。It is the front view which expanded the lower part of the support|pillar for protection fences shown in FIG. 図1に示す掘削部材の実施の一形態を示す、(a)は正面図、(b)は右側面図、(c)は底面図、(d)は平面図である。An embodiment of the excavation member shown in FIG. 1 is shown, (a) is a front view, (b) is a right side view, (c) is a bottom view, and (d) is a plan view. 図1に示す支柱本体の実施の一形態を示す、(a)は正面図、(b)は右側面図、(c)は底面図、(d)は平面図である。1A is a front view, FIG. 1B is a right side view, FIG. 1C is a bottom view, and FIG. 1D is a plan view. 本発明に係る防護柵用支柱を用いて形成される防護柵の実施の一形態を示す、(a)は正面図、(b)は側面図である。1A is a front view and FIG. 1B is a side view showing an embodiment of a protective fence formed by using a protective fence post according to the present invention. 本発明に係る防護柵用支柱を構成する掘削部材の別の実施形態を示す、(a)は正面図、(b)は右側面図、(c)は底面図、(d)は平面図である。The other embodiment of the excavation member which comprises the support|pillar for the protection fence which concerns on this invention is shown, (a) is a front view, (b) is a right side view, (c) is a bottom view, (d) is a top view. is there.

次に、本発明を実施するための形態について図面を参照し、具体的に説明する。なお、本実施形態はあくまでも本発明を理解するための一例を示したに過ぎず、各部の形状、構造、材質等に関し、本実施形態以外のバリエーションが、本発明の要旨を逸脱しない範囲内で許容されていることは言うまでもない。 Next, a mode for carrying out the present invention will be specifically described with reference to the drawings. It should be noted that the present embodiment is merely an example for understanding the present invention, and regarding the shapes, structures, materials, etc. of the respective parts, variations other than the present embodiment are within the scope not departing from the gist of the present invention. Needless to say, it is allowed.

図面において、1は本発明に係る防護柵用支柱、2は地面Gに適宜間隔を開けて立設された防護柵用支柱1間に架設された柵部材である横ビーム、3は横ビーム2を防護柵用支柱1に支持するためのビーム支持具であり、防護柵Pは、本発明に係る防護柵用支柱1を用い、その防護柵用支柱1の円筒体からなる支柱本体11に柵部材である横ビーム2が取付けられて形成されたものである。 In the drawings, 1 is a protection fence post according to the present invention, 2 is a lateral beam which is a fence member erected between the protection fence struts 1 standing upright on the ground G at appropriate intervals, and 3 is a lateral beam 2. Is a beam support tool for supporting the protection fence support pillar 1, and the protection fence P uses the protection fence support pillar 1 according to the present invention, and a fence is provided on the support pillar body 11 made of a cylindrical body of the protection fence support pillar 1. The horizontal beam 2 which is a member is attached and formed.

前記防護柵用支柱1は、円筒体からなる取付部41を備えた掘削部材4の下端部に、その周方向に沿って8個の刃部42がほぼ等間隔をあけて下方に突出して設けられ、前記取付部41の側壁43に透孔44が設けられ、前記取付部41の透孔44と、前記支柱本体11の下端部に設けられた挿通孔12に固定具である取付ボルトBが挿通されて、前記掘削部材4が前記支柱本体11の下端部に、前記刃部42が前記支柱本体11の下端から突出するように取付けられ、ナットN1で固定されて形成されている。 The protection fence post 1 is provided at the lower end portion of the excavation member 4 provided with a mounting portion 41 made of a cylindrical body, and eight blade portions 42 projecting downward at substantially equal intervals along the circumferential direction thereof. The side wall 43 of the mounting portion 41 is provided with a through hole 44, and the through hole 44 of the mounting portion 41 and the insertion hole 12 provided at the lower end of the column body 11 are provided with a mounting bolt B as a fixture. The excavation member 4 is inserted and attached to the lower end of the column main body 11 so that the blade 42 projects from the lower end of the column main body 11, and is fixed by a nut N1.

そして、前記防護柵用支柱1の上端には開口を塞ぐ支柱キャップCが取付けられて、前記防護柵用支柱1間に横ビーム2が架設されている。本実施形態において、前記支柱本体11は、直径114.3mm、厚さ4.5mmの鋼管であり、前記横ビーム2は、直径48.6mm、厚さ3.2mmの鋼管であり、前記掘削部材4は直径101.6mm、厚さ4.5mmの鋼管から形成されており、いずれも防蝕性下地処理に耐候性塗装仕上げがなされたものである。 A column cap C that closes the opening is attached to the upper end of the protective fence column 1, and a horizontal beam 2 is installed between the protective fence columns 1. In the present embodiment, the pillar body 11 is a steel pipe having a diameter of 114.3 mm and a thickness of 4.5 mm, the lateral beam 2 is a steel pipe having a diameter of 48.6 mm and a thickness of 3.2 mm, and the excavating member is No. 4 is formed of a steel pipe having a diameter of 101.6 mm and a thickness of 4.5 mm, and each has a weather-resistant coating finish as a corrosion-resistant base treatment.

横ビーム2の地上高さは600mmを中央として上下それぞれ150mmの高さ位置に3段取付けられている。そして、前記支柱本体11の下端より上方に至る側壁111の上部には、前記横ビーム2を取付けるための後述する貫通ボルトKを挿通するための貫通孔112が上下方向に3段に設けられている。なお上記の支柱本体11及び横ビーム2の直径や厚さについては、これに限定されるものではなく、適宜用いればよい。 The height of the lateral beam 2 above the ground is 600 mm, and the height of the horizontal beam 2 is 150 mm in each of the three stages. In addition, through holes 112 for inserting through bolts K, which will be described later, for attaching the transverse beam 2 are provided in upper and lower portions of the side walls 111 above the lower ends of the pillar bodies 11 in three stages in the vertical direction. There is. The diameters and thicknesses of the column main body 11 and the lateral beam 2 are not limited to these, and may be appropriately used.

前記掘削部材4は、前記支柱本体11の下端部に取付けられる短尺の円筒体からなる前記取付部41と、その下端部に設けられ、前記支柱本体11の下端より下方に突出された前記刃部42とを備え、前記掘削部材4は前記支柱本体11に内挿されて取付けられている。これによって、土砂等が前記防護柵用支柱1の内部に入ってくることにより前記防護柵用支柱1の先端が閉塞するのを抑制することができ、回転圧入打ち込み機具の施工荷重を低下させ、施工性を向上させることができる。即ち、防護柵用支柱の回転圧入方法において、施工時の地盤抵抗、特に、防護柵用支柱の先端の抵抗を低減し、施工荷重を低減させることにより、小さな施工重機によって施工が可能となり、さらには施工期間の短縮も実現することができ、もって防護柵設置に係る施工コストの低減が図られる。 The excavating member 4 includes the mounting portion 41 formed of a short cylindrical body mounted on the lower end portion of the column body 11, and the blade portion provided on the lower end portion thereof and protruding downward from the lower end of the column body 11. 42, and the excavation member 4 is inserted and attached to the pillar main body 11. As a result, it is possible to prevent the tip of the protection fence support column 1 from being blocked by the entry of earth and sand or the like into the protection fence support column 1, and to reduce the construction load of the rotary press-in driving tool. The workability can be improved. That is, in the method of rotationally press-fitting the protection fence prop, by reducing the ground resistance during construction, especially the resistance of the tip of the protection fence prop, and reducing the construction load, it is possible to perform construction with a small construction heavy machine. The construction period can be shortened, and the construction cost for installing the protective fence can be reduced.

前記刃部42は、図1〜3に示す通り、左右の幅を画定する一方の側端に形成された円筒体の軸方向に延設された非傾斜側端部421と、先細りに傾斜する傾斜側端部422とを備えている三角形状に形成してもよいし、図6に示す通り、左右の幅を画定する一方の側端に形成された円筒体の軸方向に延設された非傾斜側端部421と、他方の側端に形成された前記非傾斜側端部423に向けて先細りに傾斜する傾斜側端部422とを備えている台形状に形成してもよい。 As shown in FIGS. 1 to 3, the blade portion 42 is tapered with a non-inclined side end portion 421 extending in the axial direction of a cylindrical body formed at one side end that defines the left and right widths. It may be formed in a triangular shape having the inclined side end portion 422, or as shown in FIG. 6, it is extended in the axial direction of the cylindrical body formed at one side end that defines the left and right widths. It may be formed in a trapezoidal shape including a non-tilted side end 421 and a slanted side end 422 that is tapered toward the non-tilted side end 423 formed at the other side end.

前記防護柵用支柱1を、前記支柱本体11を下方に押圧しつつ前記非傾斜側端部421の方向に、すなわち本形態においては、図1(d)における時計回りαに回転させることにより、前記防護柵用支柱1の下端部を地面Gに回転埋設し、前記防護柵用支柱1を地面Gに設置する。上記の如き構成とすることにより、前記支柱本体11の下端より下方に突出した前記掘削部材4の刃部42を地面Gに押圧する際、地面Gに前記刃部42を差し込み易いのに加え、地面Gに差し込んだ前記刃部42を、非傾斜側端部421の方向αに回転させて、前記非傾斜側端部421で土砂や岩盤をかき出すことができ、効率よく前記防護柵支柱1を埋設することができるとともに、前記防護柵支柱1を地面Gの土砂や岩盤を掘削しながら回転埋設させるので、騒音の発生を効果的に低減させて埋設することができ、さらには、傾斜面からなる傾斜側端部422の方向に回転させるのに比べ、前記支柱本体11を回転させた時に設置場所から前記掘削部材4に上向きの反力がかかるのを防ぐことができる。 By rotating the protection fence support 1 in the direction of the non-tilted side end 421 while pressing the support main body 11 downward, that is, in the present embodiment, clockwise rotation α in FIG. 1(d), The lower end of the protection fence post 1 is rotatably embedded in the ground G, and the protection fence post 1 is installed on the ground G. With the configuration as described above, when the blade portion 42 of the excavating member 4 projecting downward from the lower end of the column body 11 is pressed against the ground G, it is easy to insert the blade portion 42 into the ground G, By rotating the blade portion 42 inserted into the ground G in the direction α of the non-tilted side end portion 421, the non-tilted side end portion 421 can scrape out earth and sand and rock mass, and the protective fence post 1 can be efficiently used. In addition to being able to be buried, the protection fence support 1 is rotatably buried while excavating the earth and sand or rock of the ground G, so that it is possible to effectively reduce the generation of noise and bury the ground. It is possible to prevent upward reaction force from being applied to the excavation member 4 from the installation place when the pillar body 11 is rotated, as compared with the case of rotating in the direction of the inclined side end portion 422.

前記横ビーム2は、互いに隣接する側端部の接続部において、それぞれの横ビーム2の端部に挿入されるほぼ円管状の接続具21を介して接続されたものである。本実施形態においては、前記横ビーム2は上下に3段取付けられているが、特にこれに限定されるものではなく、2段或いは4段にする等、必要に応じて適宜設定することができる。又、本実施形態における柵部材は横ビーム2となされているが、これに限定されるものではなく、上下の横ビーム2の間に、上下にパイプを配置した縦格子状のものでもよく、また鉄鋼製の細線をメッシュ状に溶接したパネルを配置したものでもよい。 The lateral beams 2 are connected to each other at the connecting portions of the side ends that are adjacent to each other via substantially circular tubular connectors 21 that are inserted into the ends of the respective lateral beams 2. In the present embodiment, the horizontal beams 2 are mounted vertically in three stages, but the number is not particularly limited to this, and the number of stages such as two stages or four stages can be appropriately set as necessary. .. Further, although the fence member in the present embodiment is the horizontal beam 2, the fence member is not limited to this, and may be a vertical lattice-shaped one in which pipes are arranged vertically between the upper and lower horizontal beams 2, Further, a panel in which thin steel wires are welded in a mesh shape may be arranged.

前記ビーム支持具3は、前記支柱本体11の側壁111に当接され固定される垂直板部31と、前記横ビーム2を支える上板部32、下板部33とを備えている。また前記垂直板部31は、前記支柱本体11の側壁111に当接されると共に、前記支柱本体11を水平方向に貫通する貫通ボルトKが貫通され、この貫通ボルトKに螺合されたナットN1を締め付けることにより、前記支柱本体11の側壁111に固定され、これにより前記ビーム支持具3が前記防護柵用支柱1に取付けられる。 The beam support member 3 includes a vertical plate portion 31 that is fixed to the side wall 111 of the column main body 11 by abutting, an upper plate portion 32 and a lower plate portion 33 that support the lateral beam 2. Further, the vertical plate portion 31 is brought into contact with the side wall 111 of the pillar body 11, a through bolt K penetrating the pillar body 11 in the horizontal direction is penetrated, and a nut N1 screwed to the through bolt K is screwed. Is fastened to the side wall 111 of the strut body 11, whereby the beam support 3 is attached to the protection fence strut 1.

前記ビーム支持具3の上板部32、下板部33は、垂直板部31の前面側の上端部及び下端部から前方に向けて突設され、前記横ビーム2を上下から挟んで支えるものである。本実施形態では、前記接続具21により隣接する前記横ビーム2の両端部が間隔を開けて接続されたものであり、前記接続具21において、外観に現出した箇所が前記上板部32、下板部33との間に配置され、前記上板部32、接続具21、及び下板部33を上下方向に固定ボルトDが貫通され、ナットN2を締め付けて、前記上板部32、前記下板部33との間で前記接続具21を挟持するものである。そして、前記上板部32、前記下板部33の先端部はそれぞれ内側に向けて曲折された湾曲部34、35が形成され、前記上板部32、下板部33及び湾曲部34、35により前記接続具21が覆われ、意匠性を高めたものとなっている。尚、前記横ビーム2が前記上板部32、下板部33の間に直接挿入されて挟持される形態でもよい。 The upper plate portion 32 and the lower plate portion 33 of the beam support member 3 are provided so as to project forward from the upper end portion and the lower end portion on the front surface side of the vertical plate portion 31, and support the lateral beam 2 by sandwiching it from above and below. Is. In the present embodiment, both ends of the transverse beams 2 adjacent to each other are connected to each other by the connection tool 21 with a space therebetween, and in the connection tool 21, a portion that appears in appearance is the upper plate portion 32, The fixing plate D is arranged between the lower plate portion 33 and the upper plate portion 32, the connector 21, and the lower plate portion 33 in the vertical direction, and the nut N2 is tightened to fix the upper plate portion 32 and the lower plate portion 33. The connector 21 is sandwiched between the lower plate portion 33 and the lower plate portion 33. Curved portions 34 and 35 are formed by bending the tip portions of the upper plate portion 32 and the lower plate portion 33 inward, respectively, and the upper plate portion 32, the lower plate portion 33, and the curved portions 34 and 35 are formed. The connection tool 21 is covered by this, and the design is improved. The transverse beam 2 may be directly inserted and sandwiched between the upper plate portion 32 and the lower plate portion 33.

隣り合う前記防護柵用支柱1どうしの離間距離が比較的長い場合には、前記防護柵用支柱1と防護柵用支柱1との間に防護柵用支柱1Aを設け、前記横ビーム2の中間部が前記防護柵用支柱1Aに取付けられたビーム支持具3Aで支えられている。本実施形態の前記ビーム支持具3Aは、垂直板部31の上部から水平方向に上板部32が延設され、この上板部32の端部を下方に曲折し、さらにその先端を前方に向けて円弧状に折り返して縦断面J字状に形成し、このJ字状部に前記横ビーム2を載置し、前記横ビーム2とJ字状部とを固定ボルトDで連結したものである。 When the distance between the adjacent protective fence columns 1 is relatively long, a protective fence column 1A is provided between the protective fence columns 1 and 1 and the middle of the lateral beam 2 is provided. The portion is supported by a beam support 3A attached to the protection fence column 1A. In the beam support tool 3A of the present embodiment, an upper plate portion 32 is horizontally extended from an upper portion of a vertical plate portion 31, an end portion of the upper plate portion 32 is bent downward, and a tip end thereof is moved forward. It is folded back in an arc shape toward a J-shaped section, and the transverse beam 2 is placed on the J-shaped portion, and the transverse beam 2 and the J-shaped portion are connected by a fixing bolt D. is there.

前記防護柵用支柱1を構成する前記支柱本体11及び掘削部材4は、前記横ビーム2を支えることを考慮すると金属製のものを用いるのが好ましく、一般にはアルミニウム、ステンレス、鉄鋼等のパイプ、形材からなる長尺体を適宜長さに切断したものや、それらにめっき、塗装を施したもの等を好適に用いることができる。 The pillar main body 11 and the excavation member 4 forming the protection fence pillar 1 are preferably made of metal in consideration of supporting the lateral beam 2, and are generally made of aluminum, stainless steel, steel or the like pipe, It is possible to suitably use a product obtained by cutting a long body made of a shaped material into an appropriate length, or a product obtained by plating or coating them.

前記横ビーム2は、前記防護柵Pとしての必要な強度を考慮すると前記防護柵用支柱1と同様に金属製のものを用いるのが好ましく、一般にはアルミニウム、ステンレス、鉄鋼等のパイプ、形材からなる長尺体を適宜長さに切断したものや、それらにめっき、塗装を施したもの等を好適に用いることができる。 Considering the required strength of the protective fence P, it is preferable to use a metal beam for the lateral beam 2 as in the case of the protective fence support 1. Generally, a pipe or a profile of aluminum, stainless steel, steel or the like is used. It is possible to suitably use a product obtained by cutting a long body made of (4) to an appropriate length, or a product obtained by plating or coating them.

前記ビーム支持具3は、前記横ビーム2を支えることを考慮すると金属製のものを用いるのが好ましく、一般にはアルミニウム、ステンレス、鉄鋼等の金属板をプレス成形加工したものや、それらにめっき、塗装を施したもの等を好適に用いることができる。 The beam support 3 is preferably made of metal in consideration of supporting the transverse beam 2. Generally, a metal plate made of aluminum, stainless steel, steel or the like is press-formed, or is plated therewith, A coated product or the like can be preferably used.

なお、本実施形態に示す前記掘削部材4は、前記支柱本体1の内側に内挿されているが、特にこれに限定されるものではなく、前記支柱本体1の外側に前記掘削部材4が外嵌されるようになされていてもよい。 The excavation member 4 shown in the present embodiment is inserted inside the pillar body 1, but the invention is not particularly limited to this, and the excavation member 4 is arranged outside the pillar body 1. It may be adapted to be fitted.

1、1A 防護柵用支柱
11 支柱本体
111 側壁
112 貫通孔
12 挿通孔
2 横ビーム
21 接続具
3、3A ビーム支持具
31 垂直板部
32 上板部
33 下板部
34、35 湾曲部
4 掘削部材
41 取付部
42 刃部
421 非傾斜側端部
422 傾斜側端部
423 非傾斜側端部
43 側壁
44 透孔
P 防護柵
B 取付ボルト
C 支柱キャップ
K 貫通ボルト
D 固定ボルト
G 地面
N1、N2 ナット
1, 1A Guard fence support 11 Support body 111 Side wall 112 Through hole 12 Insertion hole 2 Horizontal beam 21 Connector 3, 3A Beam support 31 Vertical plate part 32 Upper plate part 33 Lower plate part 34, 35 Curved part 4 Excavation member 41 mounting portion 42 blade portion 421 non-tilted side end portion 422 slanted side end portion 423 non-tilted side end portion 43 side wall 44 through hole P protective fence B mounting bolt C post cap K through bolt D fixing bolt G ground N1, N2 nut

Claims (5)

円筒体状の支柱本体と、同じく円筒体の取付部の下端部に下方へ向かって突出する複数の刃部を設けてなる掘削部材とを備え、
前記取付部の外径は支柱本体の内径よりも小さく、掘削部材の取付部は下方から支柱本体内に挿通されて固定具により支柱本体に固定され、
前記刃部は、前記取付部の周方向に沿って複数の刃部がほぼ等間隔を空けて下方に突出するようにして設けられており、掘削部材が支柱本体に固定された状態において前記刃部は支柱本体の下端から下方へ突出するようになされていることを特徴とする防護柵用支柱。
And a cylindrical support body, and an excavating member having a plurality of blade portions projecting downward at the lower end of the mounting portion of the cylindrical body,
The outer diameter of the mounting portion is smaller than the inner diameter of the strut body, the mounting portion of the excavation member is inserted into the strut body from below and fixed to the strut body by a fixture,
The blade portion is provided such that a plurality of blade portions project downward at substantially equal intervals along the circumferential direction of the mounting portion, and the blade is provided in a state in which the excavating member is fixed to the prop body. The part for the protective fence is characterized in that it is designed to project downward from the lower end of the main part of the column.
支柱本体の下端部には挿通孔が設けられ、取付部の側壁には透孔が設けられて、当該挿通孔及び透孔に固定具が挿通されることにより掘削部材が支柱本体に固定されるようになされると共に、支柱本体の上端部近傍には、防護柵の横ビームを支持するビーム支持具を貫通ボルト及びナットを用いて固定するための貫通孔が形成されており、前記挿通孔及び貫通孔は、周方向において上下同じ角度位置に形成されていることを特徴とする請求項1に記載の防護柵用支柱。 An insertion hole is provided at the lower end of the pillar body, a through hole is provided in the side wall of the mounting portion, and the excavating member is fixed to the pillar body by inserting a fixing tool into the insertion hole and the through hole. In addition, the through hole for fixing the beam support tool for supporting the lateral beam of the protective fence by using the through bolt and the nut is formed in the vicinity of the upper end of the pillar body. The support fence column according to claim 1, wherein the through holes are formed at the same angular position in the vertical direction . 前記刃部は、左右の幅を画定する一方の側端に形成された円筒体の軸方向に延設された非傾斜側端部と、他方の側端に形成された前記非傾斜側端部に向けて先細りに傾斜する傾斜側端部とを備えていることを特徴とする請求項1または2に記載の防護柵用支柱。 The blade portion has a non-inclined side end portion extending in the axial direction of the cylindrical body formed at one side end defining the left and right widths, and the non-inclined side end portion formed at the other side end. 3. The support fence post according to claim 1 or 2, further comprising: an inclined side end portion that is tapered toward the side. 前記刃部は、一方の側端に形成された円筒体の軸方向に延設された非傾斜側端部と、先細りに傾斜する傾斜側端部とを備えていることを特徴とする請求項1または2に記載の防護柵用支柱。 The said blade part is provided with the non-inclined side edge part extended in the axial direction of the cylindrical body formed in one side edge, and the inclined side edge part which inclines to taper. The support fence support according to 1 or 2. 請求項1〜4のいずれか1項に記載の防護柵用支柱を用い、その防護柵用支柱の支柱本体に柵部材が取付けられて成ることを特徴とする防護柵。
A protective fence comprising: the protective fence post according to any one of claims 1 to 4; and a fence member attached to a main body of the protective fence post.
JP2016145074A 2016-07-25 2016-07-25 Support fence and protection fence Expired - Fee Related JP6744163B2 (en)

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