JP6883317B2 - Fence structure, fence material and how to build a fence - Google Patents

Fence structure, fence material and how to build a fence Download PDF

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JP6883317B2
JP6883317B2 JP2017031262A JP2017031262A JP6883317B2 JP 6883317 B2 JP6883317 B2 JP 6883317B2 JP 2017031262 A JP2017031262 A JP 2017031262A JP 2017031262 A JP2017031262 A JP 2017031262A JP 6883317 B2 JP6883317 B2 JP 6883317B2
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良夫 片桐
良夫 片桐
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本発明は、塀構造、該塀構造を構成する塀材、及び、該塀材を使用した塀の構築方法に関するものである。 The present invention relates to a fence structure, a fence material constituting the fence structure, and a method for constructing a fence using the fence material.

隣接する住宅との境界、住宅と道路との境界などに設けられ、他者の出入りを防止すると共に視野を遮蔽する塀としては、従来、コンクリートブロック塀や、現場でコンクリートを打設する湿式コンクリート塀が多用されている。また、近年では、プレキャストコンクリートパネルを工場で製造し、現場に輸送して施工する乾式コンクリート塀も用いられている。 Conventionally, concrete block fences and wet concrete where concrete is cast on-site have been used as fences that are installed at the boundary between adjacent houses and the boundary between houses and roads to prevent others from entering and exiting and to block the view. Fences are often used. In recent years, dry concrete fences, in which precast concrete panels are manufactured at a factory and transported to the site for construction, have also been used.

しかしながら、コンクリートブロック塀は、鉄筋を縦横に配設し、モルタルを充填しながらブロックを積み上げて構築するため、現場での作業に多大な手間と時間を要するものであった。また、湿式コンクリート塀の場合も、縦横に鉄筋を組み上げた上で鉄筋を挟むように型枠を設置して型枠内にコンクリートを流し込み、コンクリートが硬化・乾燥してから型枠を取り外すという現場での作業に、多大な手間と時間を要するものであった。一方、乾式コンクリート塀の場合は、現場でコンクリートを硬化・乾燥させる時間を省き、施工期間を短縮することはできるものの、重量物であるプレキャストコンクリートパネルを輸送して現場で施工するために、大型の輸送車やクレーンを必要とすると共に、多人数の作業者を要するという問題があった。 However, since the concrete block wall is constructed by arranging reinforcing bars vertically and horizontally and stacking blocks while filling with mortar, it takes a lot of time and effort to work on site. Also, in the case of wet concrete fences, the site where the formwork is installed so as to sandwich the reinforcing bars after assembling the reinforcing bars vertically and horizontally, the concrete is poured into the formwork, and the concrete is hardened and dried before the formwork is removed. It took a lot of time and effort to work in. On the other hand, in the case of a dry concrete fence, although it is possible to save the time to harden and dry the concrete on site and shorten the construction period, it is large because it transports heavy precast concrete panels and constructs them on site. There was a problem that it required a large number of workers as well as a transport vehicle and a crane.

加えて、周辺の道路幅が狭い場所や、余剰の敷地面積が小さい場所など、大型の輸送車やクレーンが進入できない場所には、大型の型枠を要する湿式コンクリート塀や、大型のプレキャストコンクリートパネルを用いた乾式コンクリート塀は施工できないという問題があった。 In addition, wet concrete fences that require large formwork and large precast concrete panels are used in places where large transport vehicles and cranes cannot enter, such as places where the surrounding road width is narrow or where the surplus site area is small. There was a problem that the dry concrete fence using the above could not be constructed.

更に、コンクリートブロック塀やコンクリート塀の場合は、倒壊を防止すべく所定の強度を保つために、鉄筋の間隔、塀の高さや厚さ、基礎の根入れ深さ等、種々の基準が法律等で定められているが、現行の基準を満たさない古い塀が、全国には多量に残存している。近年、大規模な地震による甚大な被害が相次いだことにより、現行の基準を満たさない古い塀に対しては、解体・撤去して新たな塀に造り替えることが要請されているが、新たな塀の施工には上記のような問題があるため、塀の造り替えが進んでいないのが実情である。仮に、新たな塀を、労力や時間を低減して、道路幅や敷地が狭小な場合であっても構築することができれば、塀の造り替えも促進されると考えられる。 Furthermore, in the case of concrete block walls and concrete walls, various standards such as the spacing between reinforcing bars, the height and thickness of the fence, and the depth of foundation penetration are required by law in order to maintain the prescribed strength to prevent collapse. However, there are a large number of old fences nationwide that do not meet the current standards. In recent years, due to the enormous damage caused by large-scale earthquakes, old fences that do not meet the current standards are required to be dismantled and removed and replaced with new fences. Due to the above-mentioned problems in the construction of fences, the fact is that the reconstruction of fences has not progressed. If a new fence can be constructed by reducing labor and time, even if the road width and site are narrow, it is considered that the rebuilding of the fence will be promoted.

一方、金属製や木製のフェンス(柵、板囲い)は、労力や時間をさほど要することなく、道路幅や敷地が狭小な場合であっても構築することが可能であるが、塀に重厚感を求める需要者には好まれないという事情がある。 On the other hand, metal or wooden fences (fences, board fences) can be constructed without much labor and time, even if the road width or site is narrow, but the fence feels profound. There is a circumstance that it is not liked by consumers who seek.

そこで、本発明は、上記の実情に鑑み、労力や時間を低減して、道路幅や敷地が狭小な場合であっても構築することができると共に、重厚感を与える塀構造、該塀構造を構成する塀材、及び、該塀材を使用した塀の構築方法の提供を、課題とするものである。 Therefore, in view of the above circumstances, the present invention can reduce labor and time to construct a fence structure even when the road width and the site are narrow, and provide a fence structure that gives a profound feeling. An object of the present invention is to provide a fence material to be constructed and a method for constructing a fence using the fence material.

上記の課題を解決するため、本発明にかかる塀構造は、
「上下一対の横材と一対の該横材を連結している複数の縦材を有するアルミニウム製のフレーム、該フレームの開口を両側から被覆している一対の被覆板材、及び、一対の前記横材それぞれを同軸線上で貫通している貫通孔を備えている、高さより横幅の長い塀ユニットの複数が、
それぞれの前記貫通孔が同軸線上となるように、基礎部の上に高さ方向に積み重ねられた状態で、
複数の前記塀ユニットそれぞれの前記貫通孔に、少なくとも上端に雄ネジが形成された長棒状部材が挿通されており、
該長棒状部材の下端が前記基礎部に埋設されていると共に、前記長棒状部材の上端で前記雄ネジに雌ネジ部材が螺合していることにより、複数の前記塀ユニットが前記基礎部に固定されている」ものである。
In order to solve the above problems, the wall structure according to the present invention is
"Aluminum frame having a pair of upper and lower horizontal members and a pair of vertical members connecting the horizontal members, a pair of covering plate materials covering the openings of the frame from both sides, and a pair of the horizontal members. Multiple wall units that are wider than they are tall, with through holes that penetrate each material on the same axis.
In a state where each of the through holes is stacked on the foundation portion in the height direction so as to be on the coaxial line.
A long rod-shaped member having a male screw formed at least at the upper end is inserted into the through hole of each of the plurality of fence units.
The lower end of the long rod-shaped member is embedded in the foundation portion, and the female screw member is screwed into the male screw at the upper end of the long rod-shaped member, so that the plurality of fence units are formed in the foundation portion. It is "fixed".

本構成の塀構造は、次の構築方法により構築することができる。すなわち、
「前記貫通孔に対応させた位置に縦孔を有する基礎部を形成し、
該基礎部の上に、前記塀ユニットの複数を高さ方向に積み重ねた後、
複数の前記塀ユニットそれぞれの前記貫通孔に、最上段の前記塀ユニットの上方から前記長棒状部材を挿通してその下端を前記縦孔に挿入し、
前記縦孔に前記長棒状部材の下端を埋設することにより前記長棒状部材を前記基礎部に固定すると共に、最上段の前記塀ユニットの上方から前記長棒状部材の上端の前記雄ネジに前記雌ネジ部材を螺合させる」構築方法である。
The wall structure of this configuration can be constructed by the following construction method. That is,
"A foundation portion having a vertical hole is formed at a position corresponding to the through hole, and the base portion is formed.
After stacking a plurality of the fence units on the foundation portion in the height direction,
The long rod-shaped member is inserted into the through hole of each of the plurality of fence units from above the uppermost fence unit, and the lower end thereof is inserted into the vertical hole.
By embedding the lower end of the long rod-shaped member in the vertical hole, the long rod-shaped member is fixed to the base portion, and the female screw is attached to the male screw at the upper end of the long rod-shaped member from above the fence unit on the uppermost stage. It is a construction method of "screwing a screw member".

上記において、「横幅」は、二つの領域を塀で区画する場合に、二つの領域の境界に沿って塀が延びる方向の長さを指している。 In the above, the "width" refers to the length in the direction in which the fence extends along the boundary between the two regions when the two regions are divided by the fence.

本構成の塀構造は、塀ユニットを構成単位として構築されるものであり、塀ユニットは予め工場で製造しておくことができる。また、高さ方向に積層された複数の塀ユニットは、長棒状部材と雌ネジ部材によって締結されて基礎部に固定されるため、塀ユニット同士を溶接や接着等により固着させる作業を要しない。従って、労力や時間を低減して塀構造を構築することができる。 The fence structure of this configuration is constructed with the fence unit as a constituent unit, and the fence unit can be manufactured in advance at the factory. Further, since the plurality of fence units stacked in the height direction are fastened by the long rod-shaped member and the female screw member and fixed to the base portion, it is not necessary to fix the fence units to each other by welding or adhesion. Therefore, it is possible to construct a fence structure by reducing labor and time.

また、塀ユニットは、フレームが両側から被覆板材で被覆された中空構造であり、フレームはアルミニウム製で軽量であるため、サイズの設定により、一人または二人の作業者が人力で運搬することが可能である。そのため、道路幅や敷地面積が狭小で、大型の輸送車やクレーンが進入でできない施工現場であっても、問題なく塀構造を構築することができる。 In addition, the fence unit has a hollow structure in which the frame is covered with a covering plate material from both sides, and the frame is made of aluminum and is lightweight, so depending on the size setting, one or two workers can manually carry it. It is possible. Therefore, even at a construction site where the road width and site area are narrow and large transport vehicles and cranes cannot enter, the fence structure can be constructed without any problem.

また、塀構造を構成する塀ユニットは中空構造であるが、外観からは中空構造であることは分からず、フェンスに比べて厚さが大きいため、重厚感を与える塀を構築することができる。加えて、構成単位である塀ユニットが、高さより横幅が長いものであるため、横方向への広がりを感じさせ、どっしりとした重厚感のある塀構造となる。 Further, although the fence unit constituting the fence structure is a hollow structure, it cannot be seen from the appearance that it is a hollow structure, and since it is thicker than the fence, it is possible to construct a fence that gives a profound feeling. In addition, since the fence unit, which is a constituent unit, has a width longer than the height, it gives a feeling of spreading in the lateral direction, resulting in a solid and solid fence structure.

次に、本発明にかかる「塀材」は、
「上下一対の横材と一対の該横材を連結している複数の縦材を有するアルミニウム製のフレーム、該フレームの開口を両側から被覆している一対の被覆板材、及び、一対の前記横材それぞれを同軸線上で貫通している貫通孔を備えている、高さより横幅の長い塀ユニットの複数と、
複数の該塀ユニットの高さの合計より長く、前記貫通孔に挿通される太さで、少なくとも上端に雄ネジが形成されている長棒状部材と、
前記雄ネジに螺合させる雌ネジ部材と、を具備する」ものである。
Next, the "fence material" according to the present invention is
"Aluminum frame having a pair of upper and lower horizontal members and a pair of vertical members connecting the horizontal members, a pair of covering plate materials covering the openings of the frame from both sides, and a pair of the horizontal members. Multiple wall units that are longer than the height and have through holes that penetrate each material on the same axis.
A long rod-shaped member having a thickness longer than the total height of the plurality of fence units and being inserted into the through hole and having a male screw formed at least at the upper end.
It includes a female screw member to be screwed into the male screw. "

これは、上記の塀構造を構成すると共に、上記の塀の構築方法に使用される塀材である。また、本発明にかかる「塀材」は、上記構成に加え、
「前記塀ユニットは、上下一対の前記横材それぞれの外側表面に、横幅方向における同位置で取り付けられている位置決め部材を、更に有しており、
それぞれの該位置決め部材は、奥行き方向の長さが前記横材の奥行き方向の長さの半分に等しく
上下一対の前記横材のうち一方では、奥行き方向の奥側の長辺に沿って前記位置決め部材が取り付けられていると共に、上下一対の前記横材のうち他方では、奥行き方向の前側の長辺に沿って前記位置決め部材が取り付けられている」ものである。
This is a fence material that constitutes the above-mentioned fence structure and is used in the above-mentioned method for constructing a fence. Further, the "fence material" according to the present invention has, in addition to the above configuration,
"The fence unit further has a positioning member attached to the outer surface of each of the pair of upper and lower cross members at the same position in the lateral width direction.
Each of the positioning members has a length in the depth direction equal to half the length in the depth direction of the cross member, and one of the upper and lower pairs of the cross members is positioned along the long side on the inner side in the depth direction. with member is attached, the other of the upper and lower pair of transverse members, wherein the positioning member is mounted along the front long side in the depth direction "Ru der ones.

ここで、「奥行き方向」は、二つの領域を塀で区画する場合に、一方の領域と他方の領域とを結ぶ方向、換言すれば、塀の厚さ方向を指している。 Here, the "depth direction" refers to the direction connecting one area and the other area when the two areas are divided by a fence, in other words, the thickness direction of the fence.

本構成では、複数の塀ユニットを高さ方向に積み重ねる際に、下段の塀ユニットの位置決め部材と上段の塀ユニットの位置決め部材とを当接させることにより、複数の塀ユニットを真っ直ぐ上方に積み重ねる作業を、容易に行うことができる。 In this configuration, when stacking a plurality of fence units in the height direction, the positioning member of the lower fence unit and the positioning member of the upper fence unit are brought into contact with each other to stack the plurality of fence units straight upward. Can be easily performed.

以上のように、本発明の効果として、労力や時間を低減して、道路幅や敷地が狭小な場合であっても構築することができると共に、重厚感を与える塀構造、該塀構造を構成する塀材、及び、該塀材を使用した塀の構築方法を提供することができる。 As described above, as an effect of the present invention, a fence structure that can be constructed even when the road width or the site is narrow by reducing labor and time, and a fence structure that gives a profound feeling, is configured. It is possible to provide a fence material to be used and a method for constructing a fence using the fence material.

本発明の一実施形態の塀構造を構成する塀ユニットのフレームの(a)正面図、(b)A−A線断面図、(c)B−B線断面図、及び、(d)C−C線切断部端面図である。(A) Front view, (b) AA line sectional view, (c) BB line sectional view, and (d) C- of the frame of the fence unit constituting the fence structure of one embodiment of the present invention. It is a C line cut portion end view. (a)図1のフレームのD−D線断面図、及び、(b)D−D線に相当する切断線での塀ユニットの断面図である。(A) is a cross-sectional view taken along the line DD of the frame of FIG. 1, and (b) is a cross-sectional view of the fence unit at a cutting line corresponding to the line DD. 本発明の一実施形態の塀構造の分解正面図である。It is an exploded front view of the fence structure of one Embodiment of this invention. 図3の塀構造の(a)E−E線で切断した部分分解断面図、(b)H−H間におけるF−F線断面図、及び、(c)H−H間におけるG−G線断面図である。Partial fraction decomposition sectional view of the fence structure of FIG. 3 cut along line EE, (b) sectional view taken along line FF between H and H, and (c) line GG between H and H. It is a cross-sectional view. 図3の塀構造の正面図である。It is a front view of the fence structure of FIG. J−J線断面図である。It is a cross-sectional view of JJ line. (a),(b),(c)図5の塀構造を適用した塀を例示する斜視図である。(A), (b), (c) is a perspective view which illustrates the fence to which the fence structure of FIG. 5 is applied.

以下、本発明の一実施形態である塀構造、該塀構造を構成する塀材、及び、該塀材を使用した塀の構築方法について、図1乃至図7を用いて説明する。 Hereinafter, a fence structure according to an embodiment of the present invention, a fence material constituting the fence structure, and a method of constructing a fence using the fence material will be described with reference to FIGS. 1 to 7.

まず、塀材について主に図1,2を用いて説明する。本実施形態の塀材は、複数の塀ユニット1と、長棒状部材31と、雌ネジ部材32と、カバー部材40とを具備している。 First, the fence material will be described mainly with reference to FIGS. 1 and 2. The fence material of the present embodiment includes a plurality of fence units 1, a long rod-shaped member 31, a female screw member 32, and a cover member 40.

塀ユニット1は、横材11a,11bと縦材12とを有するフレーム10と、フレーム10の開口を両側から被覆している一対の被覆板材20と、横材11a,11bに形成されている貫通孔15と、横材11a,11bの外側表面に取り付けられている位置決め部材17a,17bと、を主に具備している。 The fence unit 1 includes a frame 10 having horizontal members 11a and 11b and vertical members 12, a pair of covering plate members 20 covering the openings of the frame 10 from both sides, and penetrations formed in the horizontal members 11a and 11b. The holes 15 and the positioning members 17a and 17b attached to the outer surfaces of the cross members 11a and 11b are mainly provided.

具体的には、図1に示すように、フレーム10は上下で一対の平行な横材11a,11bと、一対の横材11a,11bを直交方向に連結している複数の縦材12とからなり、横材11a,11b及び縦材12はアルミニウム製である。横材11a,11bは断面コ字形の長尺部材であり、上方の横材11aはコ字の開口を下方に向けた状態で、下方の横材11bはコ字の開口を上方に向けた状態で、縦材12によって連結されている。それぞれの横材11a,11bにおいて、コ字の中間部の内側表面には、長軸方向に平行なリブ11rが2本突出している。 Specifically, as shown in FIG. 1, the frame 10 is composed of a pair of parallel horizontal members 11a and 11b at the top and bottom and a plurality of vertical members 12 connecting the pair of horizontal members 11a and 11b in the orthogonal direction. The horizontal members 11a and 11b and the vertical members 12 are made of aluminum. The cross members 11a and 11b are long members having a U-shaped cross section, the upper cross member 11a has a U-shaped opening facing downward, and the lower cross member 11b has a U-shaped opening facing upward. And are connected by a vertical member 12. In each of the cross members 11a and 11b, two ribs 11r parallel to the major axis direction protrude on the inner surface of the middle portion of the U-shape.

縦材12は断面正方形の角筒状であり、その正方形の一辺は、横材11a,11bのコ字における一対の側壁の一方と、その側壁に近い方のリブ11rとの間隔と等しい長さである。従って、上下の横材11a,11bそれぞれのコ字における側壁とリブ11rとの間に、縦材12の上端及び下端をそれぞれ嵌め込んで溶接することにより、奥行き方向に2列の縦材12を位置決めして横材11a,11bを連結することができる。ここでは、横材11a,11bの横幅方向に6本、奥行き方向に2列の計12本の縦材12で、一対の横材11a,11bを連結している場合を例示している。 The vertical member 12 has a square tubular shape with a square cross section, and one side of the square has a length equal to the distance between one of the pair of side walls in the U shape of the horizontal members 11a and 11b and the rib 11r closer to the side wall. Is. Therefore, by fitting and welding the upper end and the lower end of the vertical member 12 between the side wall and the rib 11r in the U-shape of each of the upper and lower horizontal members 11a and 11b, two rows of vertical members 12 are formed in the depth direction. The cross members 11a and 11b can be connected by positioning. Here, a case where a pair of horizontal members 11a and 11b are connected by a total of 12 vertical members 12 in a total of 12 vertical members 12 in the width direction and 2 rows in the depth direction of the horizontal members 11a and 11b is illustrated.

貫通孔15は、一対の横材11a,11bそれぞれに複数が穿設されている。上方の横材11aの貫通孔15と下方の横材11bの貫通孔15は同数あり、同軸線上、すなわち上下方向の仮想の直線上にある。また、貫通孔15は、縦材12が連結されている箇所と離れた位置で、横材11a,11bに穿設されている。ここでは、一つの横材11a,11bが3つの貫通孔15を有している場合を例示している。貫通孔15は、長棒状部材31が通過する大きさである。 A plurality of through holes 15 are formed in each of the pair of cross members 11a and 11b. The number of through holes 15 of the upper cross member 11a and the number of through holes 15 of the lower cross member 11b are the same, and they are on the coaxial line, that is, on a virtual straight line in the vertical direction. Further, the through hole 15 is formed in the horizontal members 11a and 11b at a position away from the portion where the vertical member 12 is connected. Here, a case where one cross member 11a, 11b has three through holes 15 is illustrated. The through hole 15 has a size through which the long rod-shaped member 31 passes.

位置決め部材17a,17bは、上方の横材11aに対しては、コ字の中間部の上面に複数箇所で取り付けられており、下方の横材11bに対しては、コ字の中間部の下面に複数箇所で取り付けられている。それぞれの位置決め部材17a,17bは長方形の平板であり、奥行き方向の長さは、横材11a,11bの奥行き方向の長さの半分に等しい。位置決め部材17a,17bは、横材11a,11bのコ字の中間部における一対の長辺のうち一方に沿って取り付けられている。そして、上方の横材11aに取り付けられている位置決め部材17aが沿っている長辺と、下方の横材11bに取り付けられている位置決め部材17bが沿っている長辺とは、横材11a,11bの奥行き方向において異なる側の辺である。例えば、上方の位置決め部材17aが奥行き方向の奥側の長辺に沿っている場合は、下方の位置決め部材17bは奥行き方向の前側の長辺に沿っている。また、上方の位置決め部材17aと下方の位置決め部材17bとは、塀ユニット1の横幅方向における同位置に取り付けられている。 The positioning members 17a and 17b are attached to the upper cross member 11a at a plurality of positions on the upper surface of the middle portion of the U-shape, and the positioning members 17a and 17b are attached to the lower surface of the middle portion of the U-shape with respect to the lower cross member 11b. It is attached in multiple places. Each of the positioning members 17a and 17b is a rectangular flat plate, and the length in the depth direction is equal to half the length in the depth direction of the cross members 11a and 11b. The positioning members 17a and 17b are attached along one of a pair of long sides in the middle portion of the U-shape of the cross members 11a and 11b. The long side along which the positioning member 17a attached to the upper cross member 11a is along and the long side along which the positioning member 17b attached to the lower cross member 11b is along are the cross members 11a and 11b. Sides on different sides in the depth direction of. For example, when the upper positioning member 17a is along the long side on the back side in the depth direction, the lower positioning member 17b is along the long side on the front side in the depth direction. Further, the upper positioning member 17a and the lower positioning member 17b are attached to the same position in the lateral width direction of the fence unit 1.

被覆板材20はフレーム10一つ当たり一対あり、フレーム10の両側から、すなわち奥行き方向の奥側と前側から取り付けられている。それぞれの被覆板材20は、フレーム10の開口を含め、フレーム10の全体を被覆する大きさである。被覆板材20は、下方に向かって屈曲した鉤状の取付具19aによって上方の横材11aの側壁に支持されていると共に、上方に向かって屈曲した鉤状の取付具19bによって下方の横材11bの側壁に支持されている。なお、上方の取付具19aは、上方の横材11aの側壁の外側表面に取り付けられたスペーサ材18から突出している。このスペーサ材18は、被覆板材20と縦材12との間に通気空間を形成するためのものである。 There is a pair of covering plate materials 20 for each frame 10, and they are attached from both sides of the frame 10, that is, from the back side and the front side in the depth direction. Each covering plate material 20 has a size that covers the entire frame 10 including the opening of the frame 10. The covering plate material 20 is supported on the side wall of the upper cross member 11a by the hook-shaped attachment 19a bent downward, and the lower cross member 11b is supported by the hook-shaped attachment 19b bent upward. It is supported by the side wall of. The upper attachment 19a protrudes from the spacer material 18 attached to the outer surface of the side wall of the upper cross member 11a. The spacer material 18 is for forming a ventilation space between the covering plate material 20 and the vertical material 12.

被覆板材20としては、窯業系、金属系、樹脂系の化粧板を使用することができる。また、塀構造を構築した後で塀の壁面の全体を塗装するなど、単一の壁面のような外観に仕上げる場合は、被覆板材20として下地板を使用することができる。なお、フレーム10の両側を被覆板材20で被覆するに当たり、フレーム10内部の中空空間に防音材を充填しても良い。 As the covering plate material 20, a ceramic-based, metal-based, or resin-based decorative plate can be used. Further, when finishing the appearance like a single wall surface, such as painting the entire wall surface of the wall surface after constructing the wall structure, a base plate can be used as the covering plate material 20. When covering both sides of the frame 10 with the covering plate material 20, the hollow space inside the frame 10 may be filled with a soundproofing material.

ここで、塀ユニット1は正面視で長方形であり、高さより横幅の方が長い。具体的に、本実施形態の塀ユニット1は、高さが約46cm、横幅の長さが約280cm、奥行き方向の長さ(厚さ)が約15cmである。例えば、高さを30cm〜60cm、横幅の長さを200cm〜350cm、奥行き方向の長さを10cm〜30cmとすれば、一枚の塀ユニット1を一人または二人の作業者が人力で運搬しやすい。 Here, the fence unit 1 is rectangular when viewed from the front, and its width is longer than its height. Specifically, the fence unit 1 of the present embodiment has a height of about 46 cm, a width of about 280 cm, and a length (thickness) of about 15 cm in the depth direction. For example, if the height is 30 cm to 60 cm, the width is 200 cm to 350 cm, and the length in the depth direction is 10 cm to 30 cm, one or two workers can manually carry one fence unit 1. Cheap.

長棒状部材31は、少なくとも上端に雄ネジが形成されていれば良いが、本実施形態では全長に亘り雄ネジが形成されたボルトを使用している。これは、山岳工法でロックボルトとして使用されることもあるガラス繊維強化プラスチック製のボルトであり、引張強度が高く、軽量で、錆びたり腐食したりしない利点を有している。本実施形態の長棒状部材31は、直径が32mmとかなり太いボルトである。一方、雌ネジ部材32は、長棒状部材31の雄ネジと螺合するネジ溝を内周面に有し、外周面が締結用工具と噛み合う形状に形成されている。 The long rod-shaped member 31 may have a male screw formed at least at the upper end, but in the present embodiment, a bolt having a male screw formed over the entire length is used. This is a glass fiber reinforced plastic bolt that is sometimes used as a rock bolt in the mountain construction method, and has the advantages of high tensile strength, light weight, and no rust or corrosion. The long rod-shaped member 31 of the present embodiment is a bolt having a diameter of 32 mm, which is quite thick. On the other hand, the female screw member 32 has a screw groove on the inner peripheral surface for screwing with the male screw of the long rod-shaped member 31, and the outer peripheral surface is formed in a shape that meshes with the fastening tool.

上記構成の塀材を使用した塀構造の構築について、主に図3〜図6を用いて説明する。まず、塀を構築するライン(二つの領域の境界線とすべきライン)に沿って、コンクリートを打設し基礎部50を形成する。その際、スリーブ51を基礎部50に埋設することにより、上方に開口した有底の縦孔55を基礎部50に形成する。スリーブ51の間隔(縦孔55の間隔)は、塀ユニット1の横幅方向における貫通孔15の間隔と同一とし、スリーブ51の大きさ(縦孔55の大きさ)は長棒状部材31が挿入できる大きさとする。 The construction of the fence structure using the fence material having the above structure will be described mainly with reference to FIGS. 3 to 6. First, concrete is cast along the line for constructing the fence (the line that should be the boundary between the two areas) to form the foundation portion 50. At that time, by embedding the sleeve 51 in the base portion 50, a bottomed vertical hole 55 opened upward is formed in the base portion 50. The distance between the sleeves 51 (the distance between the vertical holes 55) is the same as the distance between the through holes 15 in the lateral width direction of the fence unit 1, and the size of the sleeve 51 (the size of the vertical holes 55) is such that the long rod-shaped member 31 can be inserted. The size.

基礎部50が形成されたら、その上に一段目の塀ユニット1を載置する。このとき、塀ユニット1の貫通孔15の位置を基礎部50の縦孔55の位置と一致させる。なお、一段目の塀ユニット1としては、下方の位置決め部材17bを有していないものを使用する。 After the foundation portion 50 is formed, the first-stage fence unit 1 is placed on the foundation portion 50. At this time, the position of the through hole 15 of the fence unit 1 is made to coincide with the position of the vertical hole 55 of the base portion 50. As the first-stage fence unit 1, a unit that does not have the lower positioning member 17b is used.

次に、二段目の塀ユニット1を一段目の塀ユニット1の上に積み重ねる。一段目の塀ユニット1では、上方の横材11aの上面に位置決め部材17aが取り付けられており、二段目の塀ユニット1では、下方の横材11bの下面に位置決め部材17bが、横幅方向における同位置に取り付けられている。そして、上下の位置決め部材17a,17bは、それぞれ奥行き方向の長さが横材11a,11bの奥行き方向の長さの半分であると共に、横材11a,11bに対してそれぞれ奥行き方向における異なる側の長辺に沿って取り付けられている。従って、図4(b),(c)に示すように、下段の塀ユニット1と上段の塀ユニット1の横幅方向の位置を揃え、上下の位置決め部材17a,17bを当接させることにより、塀ユニット1を直上に積み重ねることができる。 Next, the second-stage fence unit 1 is stacked on the first-stage fence unit 1. In the first-stage fence unit 1, the positioning member 17a is attached to the upper surface of the upper cross member 11a, and in the second-stage wall unit 1, the positioning member 17b is attached to the lower surface of the lower cross member 11b in the lateral width direction. It is installed in the same position. The lengths of the upper and lower positioning members 17a and 17b in the depth direction are half the lengths of the cross members 11a and 11b in the depth direction, and the lengths of the upper and lower positioning members 17a and 17b are different from each other with respect to the cross members 11a and 11b in the depth direction. It is attached along the long side. Therefore, as shown in FIGS. 4B and 4C, the lower fence unit 1 and the upper fence unit 1 are aligned in the horizontal width direction, and the upper and lower positioning members 17a and 17b are brought into contact with each other to bring the fences into contact with each other. Unit 1 can be stacked directly above.

同様に、所望する塀の高さに応じた数だけ、塀ユニット1を高さ方向に積み重ねる。ここでは、3つの塀ユニット1を積み重ねる場合を図示している。なお、最上段の塀ユニット1には、上方の位置決め部材17aは不要であるが、有していても問題はない。 Similarly, the fence units 1 are stacked in the height direction by the number corresponding to the desired height of the fence. Here, the case where three fence units 1 are stacked is illustrated. The uppermost fence unit 1 does not need the upper positioning member 17a, but there is no problem even if it has the upper positioning member 17a.

所定数の塀ユニット1が高さ方向に積み重ねられると、塀ユニット1それぞれの貫通孔15と基礎部50の縦孔55が連通している状態となる。そこで、最上段の塀ユニット1の上方から、貫通孔15に長棒状部材31を挿通し、長棒状部材31の下端を基礎部50の縦孔55に挿入する。この状態で、縦孔55にコンクリートを充填する。硬化したコンクリートの充填層59により、長棒状部材31が基礎部50に対して固定される。なお、この作業を行う段階では、一段目の塀ユニット1については、一対の被覆板材20のうち一方が取り付けられる前の状態としておけば、基礎部50の縦孔55にコンクリートを充填する作業を、フレーム10内部の中空空間を介して行うことができ、作業が容易である。全ての貫通孔15(ここでは、3箇所)に同様に長棒状部材31を挿通し、基礎部50に固定する。 When a predetermined number of fence units 1 are stacked in the height direction, the through holes 15 of the fence units 1 and the vertical holes 55 of the foundation portion 50 are in communication with each other. Therefore, the long rod-shaped member 31 is inserted into the through hole 15 from above the uppermost fence unit 1, and the lower end of the long rod-shaped member 31 is inserted into the vertical hole 55 of the base portion 50. In this state, the vertical hole 55 is filled with concrete. The long rod-shaped member 31 is fixed to the foundation portion 50 by the hardened concrete filling layer 59. At the stage of performing this work, if the first-stage fence unit 1 is in a state before one of the pair of covering plate materials 20 is attached, the work of filling the vertical hole 55 of the foundation portion 50 with concrete is performed. , It can be performed through the hollow space inside the frame 10, and the work is easy. Similarly, the long rod-shaped member 31 is inserted into all the through holes 15 (here, three places) and fixed to the base portion 50.

長棒状部材31の長さは、高さ方向に積み重ねられる所定数の塀ユニット1の高さの和、基礎部50の縦孔55の深さ、及び、雌ネジ部材32の高さの総和より、若干長い設定とする。下端が基礎部50に固定された長棒状部材31の上端は、最上段の塀ユニット1より上方まで突出するため、この部分の雄ネジに雌ネジ部材32を留め付ける。その際、最上段の塀ユニット1の上面(上方の横材11aの上面)と雌ネジ部材32との間に、ワッシャ状の平板を介在させても良い。 The length of the long rod-shaped member 31 is based on the sum of the heights of a predetermined number of fence units 1 stacked in the height direction, the depth of the vertical holes 55 of the base portion 50, and the sum of the heights of the female screw members 32. , Set a little longer. Since the upper end of the long rod-shaped member 31 whose lower end is fixed to the base portion 50 protrudes above the uppermost fence unit 1, the female screw member 32 is fastened to the male screw of this portion. At that time, a washer-shaped flat plate may be interposed between the upper surface of the uppermost fence unit 1 (the upper surface of the upper cross member 11a) and the female screw member 32.

長棒状部材31に対して雌ネジ部材32を締め付けることにより、高さ方向に積み上げられた複数の塀ユニット1が締結されて基礎部50に強固に固定される。 By tightening the female screw member 32 to the long rod-shaped member 31, a plurality of fence units 1 stacked in the height direction are fastened and firmly fixed to the base portion 50.

全ての長棒状部材31に対する雌ネジ部材32の締め付けが済んだら、最上段の塀ユニット1の上方からカバー部材40を取り付ける。カバー部材40は、キャップ状の断面を有する長尺部材であり、塀ユニット1と横幅方向の長さが等しい。最上段の塀ユニット1の上面において長棒状部材31の上端が突出していない箇所に、複数の介設材47を固定した上で、カバー部材40を介設材47に載置して固定する。これにより、最上段の塀ユニット1の上面から突出している長棒状部材31及び雌ネジ部材32が、カバー部材40によって遮蔽された状態となり、外観の良いものとなると共に、貫通孔15に雨水が流入することが防止される。 After tightening the female screw member 32 to all the long rod-shaped members 31, the cover member 40 is attached from above the uppermost fence unit 1. The cover member 40 is a long member having a cap-shaped cross section, and has the same length in the lateral width direction as the fence unit 1. On the upper surface of the uppermost fence unit 1, a plurality of intermediate members 47 are fixed at a position where the upper end of the long rod-shaped member 31 does not protrude, and then the cover member 40 is placed and fixed on the intermediate member 47. As a result, the long rod-shaped member 31 and the female screw member 32 protruding from the upper surface of the uppermost fence unit 1 are in a state of being shielded by the cover member 40, which improves the appearance and allows rainwater to enter the through hole 15. Inflow is prevented.

以上の作業により、塀ユニット1の横幅方向の長さ分の塀構造が構築されたこととなる。以後は、横幅方向に同様の作業を繰り返すことにより、図7(a)に示すように、塀ユニット1が高さ方向に積層されていると共に、横幅方向にも連設されている塀構造が構築される。なお、塀ユニット1と塀ユニット1との間にシーリング材を充填する目地処理をしても良い。また、被覆板材20が下地板の場合は、塗り塗装、吹き付け塗装、煉瓦やタイルの貼り付け等の仕上げ処理を行う。これにより、多数の塀ユニット1で形成された塀構造でありながら、連続した単一の大壁面を有する外観を呈する塀構造とすることができる。 By the above work, the fence structure corresponding to the length of the fence unit 1 in the width direction is constructed. After that, by repeating the same work in the width direction, as shown in FIG. 7A, the fence units 1 are stacked in the height direction and the fence structure is continuously provided in the width direction. Will be built. In addition, a joint treatment may be performed in which a sealing material is filled between the fence unit 1 and the fence unit 1. When the covering plate material 20 is a base plate, finishing treatments such as coating, spray coating, and pasting of bricks and tiles are performed. As a result, it is possible to obtain a fence structure having an appearance of having a continuous single large wall surface while having a fence structure formed by a large number of fence units 1.

また、図7(b)に例示するように、塀構造の横幅方向において処々に空間を開けることにより、植栽Pが塀の一部であるような外観を呈する塀構造とすることもできる。或いは、図7(c)に例示するように、塀ユニット1が高さ方向に積層された塀構造同士の間に、柱状の部材60を介在させても良い。このような構造とすることにより、植栽Pや柱状の部材60が塀構造のアクセントとなると共に、横幅方向の長さが規格化された塀ユニット1を使用していながら、敷地面積等から要請される長さに塀構造の横幅方向の長さを合わせる調整が行いやすい利点がある。 Further, as illustrated in FIG. 7B, by opening spaces in some places in the width direction of the fence structure, the fence structure can be made to have an appearance in which the planting P is a part of the fence. Alternatively, as illustrated in FIG. 7C, a columnar member 60 may be interposed between the fence structures in which the fence units 1 are stacked in the height direction. With such a structure, the planting P and the columnar member 60 become an accent of the fence structure, and while using the fence unit 1 whose length in the width direction is standardized, it is requested from the site area and the like. There is an advantage that it is easy to adjust the length of the fence structure in the width direction to match the length to be formed.

上記のように、本実施形態の塀構造は、塀ユニット1を高さ方向に積層すると共に横幅方向に連設することによって構築されるものであり、塀ユニット1は予め工場で製造しておくことができる。また、高さ方向に積層された複数の塀ユニット1は、長棒状部材31と雌ネジ部材32によって締結されて基礎部50に固定されるため、塀ユニット1同士を固着させる作業を要しない。従って、従来のコンクリートブロック塀や湿式コンクリート塀と比べて、労力や時間を大幅に低減して塀構造を構築することができる。 As described above, the fence structure of the present embodiment is constructed by stacking the fence units 1 in the height direction and connecting them in the width direction, and the fence unit 1 is manufactured in advance at the factory. be able to. Further, since the plurality of fence units 1 stacked in the height direction are fastened to the base portion 50 by being fastened by the long rod-shaped member 31 and the female screw member 32, the work of fixing the fence units 1 to each other is not required. Therefore, as compared with the conventional concrete block wall and wet concrete wall, the labor and time can be significantly reduced to construct the wall structure.

また、塀ユニット1は、フレーム10が両側から被覆板材20で被覆された中空構造であり、フレーム10はアルミニウム製で軽量であることに加え、サイズの設定により、一人または二人の作業者が人力で運搬することが可能である。そのため、道路幅や敷地面積が狭小で、大型の輸送車やクレーンが進入でできない施工現場であっても、問題なく塀構造を構築することができる。 Further, the fence unit 1 has a hollow structure in which the frame 10 is covered with the covering plate material 20 from both sides, and the frame 10 is made of aluminum and is lightweight. In addition, depending on the size setting, one or two workers can perform it. It can be transported manually. Therefore, even at a construction site where the road width and site area are narrow and large transport vehicles and cranes cannot enter, the fence structure can be constructed without any problem.

更に、塀ユニット1は、金属製の横材11,11bと縦材12とが、溶接によって連結されている機械的強度の高いフレーム10を備えているため、地震による振動や、台風等で強風を受けても、変形したり破断したりしない堅固な塀構造を構築することができる。加えて、本実施形態では、横幅方向の長さ約280cm当たり、直径が32mmという太い長棒状部材31を、3本を貫通させているため、塀構造が極めて頑丈である。 Further, since the fence unit 1 is provided with a frame 10 having high mechanical strength in which the metal cross members 11 and 11b and the vertical members 12 are connected by welding, strong winds due to vibration due to an earthquake, a typhoon, or the like are provided. It is possible to construct a solid fence structure that does not deform or break even if it receives. In addition, in the present embodiment, the fence structure is extremely sturdy because three long rod-shaped members 31 having a diameter of 32 mm per length of about 280 cm in the width direction are passed through the three members.

また、中空構造の塀ユニット1のフレーム10がアルミニウム製であり、非常に軽量であるため、万一、倒壊したとしても被害を小さくとどめることができると共に、手作業で容易に撤去・運搬することができる。 In addition, since the frame 10 of the hollow structure fence unit 1 is made of aluminum and is extremely lightweight, damage can be kept small even if it collapses, and it can be easily removed and transported by hand. Can be done.

更に、塀構造を構成する塀ユニット1は中空構造であるが、外観からは中空構造であることは分からず、奥行き方向の長さ(厚さ)がフェンスに比べて大きいため、重厚感を与える塀を構築することができる。加えて、構成単位である塀ユニットが、高さより横幅が長いものであるため、横方向への広がりを感じさせ、どっしりとした重厚感を与える塀構造となる。 Further, although the fence unit 1 constituting the fence structure has a hollow structure, it cannot be seen from the appearance that it is a hollow structure, and the length (thickness) in the depth direction is larger than that of the fence, which gives a profound feeling. You can build a fence. In addition, since the fence unit, which is a constituent unit, has a width longer than the height, it has a fence structure that gives a feeling of spreading in the lateral direction and gives a solid and profound feeling.

更に、高さ方向に積み重ねる塀ユニット1の数によって塀の高さを変えることができるため、高さの自由度が高い塀構造を構築することができる。 Further, since the height of the fence can be changed depending on the number of fence units 1 stacked in the height direction, it is possible to construct a fence structure having a high degree of freedom in height.

また、フレーム10は金属製(アルミニウム製)であるため、被覆板材20を窯業系や金属系の板材とすることにより、不燃性の塀ユニット1とすることができる。この場合は、防火地域であっても、高さが2mを超える塀構造を構築することができる。 Further, since the frame 10 is made of metal (aluminum), the nonflammable fence unit 1 can be obtained by using the covering plate material 20 as a ceramic or metal plate material. In this case, even in a fireproof area, a wall structure having a height of more than 2 m can be constructed.

そして、長棒状部材31として、錆びたり腐食したりしない材料の部材を使用している。加えて、最上段の塀ユニット1の上方にカバー部材40を取り付けていることにより、長棒状部材31を挿通させている貫通孔15への雨水の流入が防止されている。そのため、長棒状部材31の継時的な劣化に起因して塀構造が崩壊・倒壊するおそれが、大幅に低減されている。 Then, as the long rod-shaped member 31, a member made of a material that does not rust or corrode is used. In addition, by attaching the cover member 40 above the uppermost fence unit 1, rainwater is prevented from flowing into the through hole 15 through which the long rod-shaped member 31 is inserted. Therefore, the possibility that the wall structure will collapse or collapse due to the deterioration of the long rod-shaped member 31 over time is greatly reduced.

以上、本発明について好適な実施形態を挙げて説明したが、本発明は上記の実施形態に限定されるものではなく、以下に示すように、本発明の要旨を逸脱しない範囲において、種々の改良及び設計の変更が可能である。 Although the present invention has been described above with reference to preferred embodiments, the present invention is not limited to the above embodiments, and as shown below, various improvements are made without departing from the gist of the present invention. And the design can be changed.

例えば、高さ方向に積層される塀ユニット1の数、塀ユニット1一つ当たりの貫通孔15や縦材12の数など、上記の設定は単なる例示である。また、上記では、フレーム10の奥行き方向に、縦材12が2列に設けられている場合を例示したが、一列とすることや3列以上とすることができる。更に、横材についても、一つの塀ユニットが少なくとも上下一対の横材11a,11bを備えていれば、三以上の横材を備えていても良い。この場合、貫通孔15は、全ての横材それぞれを同軸線上で貫通するように設けられる。 For example, the above settings such as the number of fence units 1 stacked in the height direction, the number of through holes 15 and the number of vertical members 12 per fence unit, and the like are merely examples. Further, in the above, the case where the vertical members 12 are provided in two rows in the depth direction of the frame 10 is illustrated, but the number of vertical members 12 may be one row or three or more rows. Further, as for the horizontal members, as long as one fence unit includes at least a pair of upper and lower horizontal members 11a and 11b, three or more horizontal members may be provided. In this case, the through hole 15 is provided so as to penetrate each of all the cross members on the coaxial line.

1 塀ユニット
10 フレーム
11a,11b 横材
12 縦材
15 貫通孔
17a,17b 位置決め部材
20 被覆板材
31 長棒状部材
32 雌ネジ部材
50 基礎部
55 縦孔
1 Fence unit 10 Frame 11a, 11b Horizontal member 12 Vertical member 15 Through hole 17a, 17b Positioning member 20 Coating plate member 31 Long rod-shaped member 32 Female screw member 50 Base part 55 Vertical hole

Claims (3)

上下一対の横材と一対の該横材を連結している複数の縦材を有するアルミニウム製のフレーム、該フレームの開口を両側から被覆している一対の被覆板材、及び、一対の前記横材それぞれを同軸線上で貫通している貫通孔を備えている、高さより横幅の長い塀ユニットの複数が、
それぞれの前記貫通孔が同軸線上となるように、基礎部の上に高さ方向に積み重ねられた状態で、
複数の前記塀ユニットそれぞれの前記貫通孔に、少なくとも上端に雄ネジが形成された長棒状部材が挿通されており、
該長棒状部材の下端が前記基礎部に埋設されていると共に、前記長棒状部材の上端で前記雄ネジに雌ネジ部材が螺合していることにより、複数の前記塀ユニットが前記基礎部に固定されていると共に、
前記塀ユニットは、上下一対の前記横材それぞれの外側表面に、横幅方向における同位置で取り付けられている位置決め部材を、更に有しており、
それぞれの該位置決め部材は、奥行き方向の長さが前記横材の奥行き方向の長さの半分に等しく
上下一対の前記横材のうち一方では、奥行き方向の奥側の長辺に沿って前記位置決め部材が取り付けられていると共に、上下一対の前記横材のうち他方では、奥行き方向の前側の長辺に沿って前記位置決め部材が取り付けられている
ことを特徴とする塀構造。
An aluminum frame having a pair of upper and lower horizontal members and a plurality of vertical members connecting the horizontal members, a pair of covering plates covering the openings of the frames from both sides, and a pair of the horizontal members. Multiple wall units that are wider than they are tall, with through holes that penetrate each on the same axis.
In a state where each of the through holes is stacked on the foundation portion in the height direction so as to be on the coaxial line.
A long rod-shaped member having a male screw formed at least at the upper end is inserted into the through hole of each of the plurality of fence units.
The lower end of the long rod-shaped member is embedded in the foundation portion, and the female screw member is screwed into the male screw at the upper end of the long rod-shaped member, so that the plurality of fence units are formed in the foundation portion. together and are fixed,
The fence unit further has a positioning member attached to the outer surface of each of the pair of upper and lower cross members at the same position in the lateral width direction.
The length of each positioning member in the depth direction is equal to half the length of the cross member in the depth direction.
The positioning member is attached along the long side on the back side in the depth direction on one of the pair of upper and lower cross members, and the long side on the front side in the depth direction on the other side of the pair of upper and lower cross members. A fence structure characterized in that the positioning member is attached along the line.
上下一対の横材と一対の該横材を連結している複数の縦材を有するアルミニウム製のフレーム、該フレームの開口を両側から被覆している一対の被覆板材、及び、一対の前記横材それぞれを同軸線上で貫通している貫通孔を備えている、高さより横幅の長い塀ユニットの複数と、
複数の該塀ユニットの高さの合計より長く、前記貫通孔に挿通される太さで、少なくとも上端に雄ネジが形成されている長棒状部材と、
前記雄ネジに螺合させる雌ネジ部材と、を具備すると共に、
前記塀ユニットは、上下一対の前記横材それぞれの外側表面に、横幅方向における同位置で取り付けられている位置決め部材を、更に有しており、
それぞれの該位置決め部材は、奥行き方向の長さが前記横材の奥行き方向の長さの半分に等しく
上下一対の前記横材のうち一方では、奥行き方向の奥側の長辺に沿って前記位置決め部材が取り付けられていると共に、上下一対の前記横材のうち他方では、奥行き方向の前側の長辺に沿って前記位置決め部材が取り付けられている
ことを特徴とする塀材。
An aluminum frame having a pair of upper and lower horizontal members and a plurality of vertical members connecting the horizontal members, a pair of covering plates covering the openings of the frames from both sides, and a pair of the horizontal members. Multiple wall units that are longer than the height and have through holes that penetrate each on the same axis,
A long rod-shaped member having a thickness longer than the total height of the plurality of fence units and being inserted into the through hole and having a male screw formed at least at the upper end.
A female screw member to be screwed into the male screw is provided, and the female screw member is provided .
The fence unit further has a positioning member attached to the outer surface of each of the pair of upper and lower cross members at the same position in the width direction.
The length of each positioning member in the depth direction is equal to half the length of the cross member in the depth direction.
The positioning member is attached along the long side on the back side in the depth direction on one of the pair of upper and lower cross members, and the long side on the front side in the depth direction on the other side of the pair of upper and lower cross members. A fence material, characterized in that the positioning member is attached along the line.
請求項2に記載の塀材を使用した塀の構築方法であり、
前記貫通孔に対応させた位置に縦孔を有する基礎部を形成し、
該基礎部の上に、前記塀ユニットの複数を高さ方向に積み重ねた後、
複数の前記塀ユニットそれぞれの前記貫通孔に、最上段の前記塀ユニットの上方から前記長棒状部材を挿通してその下端を前記縦孔に挿入し、
前記縦孔に前記長棒状部材の下端を埋設することにより前記長棒状部材を前記基礎部に固定すると共に、最上段の前記塀ユニットの上方から前記長棒状部材の上端の前記雄ネジに前記雌ネジ部材を螺合させる
ことを特徴とする塀の構築方法
It is a method of constructing a fence using the fence material according to claim 2.
A foundation portion having a vertical hole is formed at a position corresponding to the through hole, and the base portion is formed.
After stacking a plurality of the fence units on the foundation portion in the height direction,
The long rod-shaped member is inserted into the through hole of each of the plurality of fence units from above the uppermost fence unit, and the lower end thereof is inserted into the vertical hole.
By embedding the lower end of the long rod-shaped member in the vertical hole, the long rod-shaped member is fixed to the base portion, and the female screw is attached to the male screw at the upper end of the long rod-shaped member from above the fence unit on the uppermost stage. A method of constructing a fence, which is characterized by screwing screw members .
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