JP2017210766A - Wooden protection fence and connection metal fitting thereof - Google Patents

Wooden protection fence and connection metal fitting thereof Download PDF

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JP2017210766A
JP2017210766A JP2016103629A JP2016103629A JP2017210766A JP 2017210766 A JP2017210766 A JP 2017210766A JP 2016103629 A JP2016103629 A JP 2016103629A JP 2016103629 A JP2016103629 A JP 2016103629A JP 2017210766 A JP2017210766 A JP 2017210766A
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wooden
substrate
plate
fixed
guard fence
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陽介 森田
Yosuke Morita
陽介 森田
雅司 北村
Masashi Kitamura
雅司 北村
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MORITA KK
Moritakk
TOYO SUIKEN KK
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MORITA KK
Moritakk
TOYO SUIKEN KK
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Abstract

PROBLEM TO BE SOLVED: To provide a connection metal fitting of a wooden protection fence for connecting a wooden beam to the wooden protection fence and a wooden column.SOLUTION: A wooden protection fence is composed of a substrate 10 composed of a substantially rectangular thin plate, a pair of standing plates 11 erected on an upper surface of both end parts in the width direction of the substrate 10, a rectangular reinforcement plate 20 fixed to a reverse surface of the substrate 10 of a range of exceeding both end parts of the standing plates 11 except for both end parts of the substrate 10, a pair of regulation plates 21 suspended in the anti-standing plate direction in both end parts in the width direction of the reinforcement plate 20 in the one end part vicinity of the standing plates 11, a pair of sash bar plates 30 fixed in the width direction of the reverse surface of the substrate 10 separated by a constant distance from both end parts of the reinforcement plate 20, a long hole 12 bored in both end parts of the substrate 10, a support hole 13 bored in the substrate 10 in both end part vicinity of the reinforcement plate 20 and a fixing hole 14 bored by penetrating through the substrate 10 and the reinforcement plate 20 in the vicinity of the standing plates 11, and a connection metal fitting of the wooden protection fence formed with the substrate 10 between the reinforcement plate 20 and the sash bar plate 30 as a bending area D, is provided as a basis.SELECTED DRAWING: Figure 1

Description

本発明は、各種の木製防護柵、特には公園,遊歩道,森林ウォーキングロード,歩道等の主として自然環境を重視した地域において、境界の明示,安全対策や経路の案内用として設置する木製防護柵及び木製防護柵の木製支柱に木製ビームを連結するための連結金具に関するものである。   The present invention relates to various wooden guard fences, particularly wooden guard fences installed for the purpose of clearly indicating boundaries, safety measures and route guidance in areas such as parks, promenades, forest walking roads, and sidewalks where the natural environment is primarily emphasized. The present invention relates to a connection fitting for connecting a wooden beam to a wooden support of a wooden protective fence.

従来から横断防止柵,境界フェンス,転落防止柵等の各種防護柵を構築する際には、所定間隔に配置した支柱の上端から筒状の水平ビームを架設し、この水平ビームの内径と略同径の外径を有する接続部材の一端部を水平ビームの端部に挿入し、この接続部材の他端部を次の水平ビームの端部に挿入して支柱上端に設けた取付部上に載置し、接続部材の両端に設けたボルト孔にボルトを挿入して固定することにより水平ビームを支柱上端に取付ける方法が一般に用いられている。   Conventionally, when constructing various types of protective fences such as crossing prevention fences, boundary fences, fall prevention fences, etc., a cylindrical horizontal beam is installed from the upper ends of the columns arranged at a predetermined interval, and is approximately the same as the inner diameter of this horizontal beam. One end of a connecting member having an outer diameter is inserted into the end of the horizontal beam, and the other end of this connecting member is inserted into the end of the next horizontal beam and placed on the mounting portion provided at the upper end of the column. A method is generally used in which a horizontal beam is attached to the upper end of a column by inserting and fixing bolts in bolt holes provided at both ends of the connecting member.

上記構造の従来の防護柵は設置場所に関わらず、耐久性・安全性の観点から金属製の材質の防護柵が多用されてきた。このことは、公園や遊歩道等の自然環境を重視した地域に構築される防護柵においても同様であった。しかしながら、近時は自然志向の高まりと相俟って、自然環境を重視した地域における遊歩道や森林ウォーキングロード(主に緩傾斜からなり、一般の歩道より広い道幅をもち、森林療法/セラピーに適した森林内歩道)の設置や整備が進み、又それ以外の地域においても自然と調和する工法として、天然の木材(特には間伐材)を使用した木製防護柵の需要が高まっている。このような木製防護柵としては1本の支柱の両側に2個の連結金具を用いて横桟としての木製ビームを連結した構造が一般に用いられている。   Conventional protective fences of the above structure have been frequently used from the viewpoint of durability and safety regardless of the installation location. The same was true for protective fences built in areas that emphasize the natural environment such as parks and promenades. However, in recent times, coupled with the increase in nature-oriented nature, promenades and forest walking roads in areas with an emphasis on the natural environment (mainly composed of gentle slopes and wider roads than ordinary walkways are suitable for forest therapy / therapy. As a construction method that harmonizes with nature in other areas, the demand for wooden fences using natural timber (especially thinned wood) is increasing. As such a wooden guard fence, a structure in which a wooden beam as a cross rail is connected using two connecting brackets on both sides of a single column is generally used.

また、本発明者は先に、木製支柱に対する木製ビームの連結に適した防護柵の連結金具として、平板状の基体の略中央両端部に形成された突条と、この突条に近接する基体裏面側にあって先鋭部が中央部を向くように突設されたクサビと、基体から左右に伸びる延長部とから構成された防護柵の連結金具と、この連結金具を用いて構築した防護柵を提供している(特許文献1)。   In addition, the inventor previously described a protrusion formed on both ends of a substantially flat plate base as a protective fence connection fitting suitable for connecting a wooden beam to a wooden support, and a base close to the protrusion. A protective fence connecting bracket composed of a wedge that protrudes so that the sharpened part faces the center, and an extension that extends from the base to the left and right, and a protective fence constructed using this connecting bracket (Patent Document 1).

特開2006−183262号公報JP 2006-183262 A

特許文献1にかかる防護柵及びその連結金具によれば、木製ビームの構築作業が簡易であるとともに、連結金具の点数が最小限となるため施工コストを低廉化することができる。また、連結金具が外部から看取されないため、外観上の見映えが良好である。しかしながら、特許文献1に示すような防護柵は構造的な防腐効果を見出すことができず、又木製ビームは、鉛直方向に立設された木製の支柱に対して直交する方向、即ち、水平方向にのみ連結されるものではない。木製防護柵を構築する地域の起伏や勾配に対応して、支柱に対して上下方向に所定角度傾斜させて連結する必要がある。そのため、木製ビームを傾斜させて支柱に連結するためには、連結金具の木製ビームを支持する箇所を屈曲させる必要がある。   According to the protective fence and its connecting fitting according to Patent Document 1, the construction work of the wooden beam is simple and the number of connecting fittings is minimized, so that the construction cost can be reduced. Moreover, since the connection fitting is not seen from the outside, the appearance is good. However, the protective fence as shown in Patent Document 1 cannot find a structural antiseptic effect, and the wooden beam is in a direction perpendicular to a wooden column vertically installed, that is, in a horizontal direction. It is not connected to only. Corresponding to the undulations and slopes of the area where the wooden guard fence is constructed, it is necessary to connect it with a predetermined angle in the vertical direction with respect to the column. Therefore, in order to incline the wooden beam and connect it to the support column, it is necessary to bend the portion of the connecting bracket that supports the wooden beam.

木製ビームを支柱に連結するための連結金具には、本質的機能として荷重に対応するための強度が要求されるが、強度を高めると木製ビームを支持する箇所を設置場所の縦断勾配の変化に沿って所定角度に屈曲し、該屈曲した箇所に木製ビームを支持することによって、木製ビームを傾斜させて施工することが困難となり、一方、屈曲を容易とするために強度を調節すると連結金具として本来必要とする強度を保持することができなくなるおそれがある。例えば、特許文献1にかかる防護柵の連結金具の基体は、同一厚さの板材から構成されているため、必要な強度を保持すると、木製ビームの勾配に応じて、所定の角度に正確に折り曲げることが困難である。   The metal fittings for connecting the wooden beam to the column are required to have strength to cope with the load as an essential function. However, if the strength is increased, the location supporting the wooden beam can be changed to the vertical gradient of the installation location. It is difficult to construct the wooden beam by tilting it by bending it at a predetermined angle along with it and supporting the wooden beam at the bent part. On the other hand, if the strength is adjusted to facilitate bending, There is a possibility that the originally required strength cannot be maintained. For example, since the base of the connecting bracket of the protective fence according to Patent Document 1 is composed of a plate material having the same thickness, if the required strength is maintained, it is accurately bent at a predetermined angle according to the gradient of the wooden beam. Is difficult.

そこで、本発明は、上記した木製防護柵及びその連結金具に求められている強度の保持と木製ビームを傾斜させて支持することの双方の課題を同時に満足するとともに、構築作業が簡易であり、連結金具が外部から看取されないことにより天然木材の持つ雰囲気を高めることができて外観性が良好であり、連結金具が風雨に曝されることがなく腐食を防止することができる木製防護柵及びその連結金具を提供することを目的とするものである。   Therefore, the present invention simultaneously satisfies both the problems of maintaining the strength required for the wooden guard fence and its connecting fitting and supporting the wooden beam by tilting, and the construction work is simple. A wooden guard fence that can enhance the atmosphere of natural wood by not being seen from the outside, has good appearance, and prevents corrosion without being exposed to wind and rain. The object is to provide the connecting fitting.

本発明はその目的を達成するために、略矩形状の薄板からなる基板と、基板の幅方向両端部の上面に立設した一対の起立板と、起立板の両端部を超える範囲の基板の裏面に基板の両端部を除いて積層して固着した矩形状の補強板と、起立板の一端部近傍における補強板の幅方向両端部に反起立板方向に垂設した一対の規制板と、補強板の両端部から一定距離離間した基板の裏面の幅方向に積層して固着した一対の桟板と、基板の両端部に穿設した長孔と、補強板の両端部近傍の基板に穿設した支持孔と、起立板の近傍における基板と補強板を貫通して穿設した固定孔からなり、補強板と桟板との間の基板を屈曲域として形成した木製防護柵の連結金具を基本として提供する。   In order to achieve the object of the present invention, a substrate made of a substantially rectangular thin plate, a pair of upright plates erected on the upper surfaces of both ends in the width direction of the substrate, and a substrate in a range exceeding both ends of the upright plate A rectangular reinforcing plate that is laminated and fixed on the back surface except for both ends of the substrate, and a pair of regulating plates that are suspended in the direction of the upright plate at both ends in the width direction of the reinforcing plate in the vicinity of one end of the upright plate, A pair of crosspieces stacked and fixed in the width direction of the back surface of the substrate that is spaced from the both ends of the reinforcing plate by a certain distance, a long hole drilled in both ends of the substrate, and a substrate in the vicinity of both ends of the reinforcing plate. A wooden protective fence connecting bracket that consists of a support hole and a fixed hole that penetrates the base plate and the reinforcing plate in the vicinity of the upright plate, and is formed with the base plate between the reinforcing plate and the crosspiece as a bending area. Provide as basic.

そして、基板を厚さ2mmの薄板から形成するとともに、補強板及び桟板を厚さ1mmの薄板から形成した構成、基板の長手方向両端部の角部を隅切りしてなる構成、及び屈曲域において、基板を上下方向のいずれかに所定角度で屈曲させる構成を提供する。   The substrate is formed from a thin plate having a thickness of 2 mm, the reinforcing plate and the crosspiece are formed from a thin plate having a thickness of 1 mm, a configuration in which corners at both ends in the longitudinal direction of the substrate are cut off, and a bending area In the present invention, a configuration is provided in which the substrate is bent at a predetermined angle in either the vertical direction.

そして、地表に立設された木製の支柱内を水平方向に貫通して形成された貫通孔内に、前記した構成の木製防護柵の連結金具を挿通して、起立板を貫通孔内に位置させるとともに規制板を支柱に密接させて固定孔を介して連結金具を支柱に固定するとともに、支柱から突出させた連結金具の端部に横桟としての木製ビームを載置させて長孔及び支持孔を介して木製ビームを固定することにより構築した木製防護柵を提供する。   Then, through the through-hole formed in the horizontal direction through the wooden column erected on the ground surface, the connecting bracket of the wooden guard fence having the above-described configuration is inserted, and the upright plate is positioned in the through-hole. At the same time, the restricting plate is brought into close contact with the support column to fix the connecting bracket to the support column through the fixing hole, and a wooden beam as a horizontal beam is placed on the end of the connecting bracket protruding from the support column to support the long hole. A wooden guard fence constructed by fixing a wooden beam through a hole is provided.

更に、屈曲域において、基板を上下方向のいずれかに所定角度で屈曲させることにより、木製ビームを所定の角度に傾斜させて固定した構成、木製ビームの傾斜角度を木製防護柵の構築地域の勾配に沿って所定角度に傾斜させた構成、 固定孔に皿木ネジを挿入して連結金具を支柱に固定した構成、及び支持孔にコーチスクリューを挿入して木製ビームを連結金具に固定した構成を提供する。   Furthermore, in the bending area, the wooden beam is inclined and fixed at a predetermined angle by bending the substrate at any angle in the vertical direction, and the inclination angle of the wooden beam is the gradient of the construction area of the wooden guard fence. A configuration in which a slanted screw is inserted into the fixing hole, a connecting metal piece is fixed to the column by inserting a countersunk screw, and a wooden screw is fixed to the connecting metal fitting by inserting a coach screw into the support hole. To do.

以上記載した本発明によれば、起立板の両端部を超える範囲の基板の裏面に基板の両端部を除いて矩形状の補強板を固着しているため、基板を薄板から構成しても、基板と補強板が相俟って連結金具として必要十分な強度を得ることができる。そして、基板と補強板及び基板と桟板からなる構成の間に、基板のみから構成される屈曲域を設けているため、この屈曲域において基板を上下方向の任意の角度に容易に屈曲することができる。そのため、木製防護柵の構築地域の勾配に沿って所定角度に傾斜させて木製ビームを支柱に連結することができる。また、補強板の端部から一定距離離間した基板の裏面の幅方向に桟板を固着してあるため、連結金具の端部における歪みを効果的に防止することができる。   According to the present invention described above, since the rectangular reinforcing plate is fixed to the back surface of the substrate in a range exceeding both ends of the upright plate except for both ends of the substrate, even if the substrate is configured from a thin plate, The substrate and the reinforcing plate can be combined to obtain a necessary and sufficient strength as a connection fitting. In addition, since a bent region composed of only the substrate is provided between the substrate and the reinforcing plate and the substrate and the crosspiece, the substrate can be easily bent at an arbitrary angle in the vertical direction in this bent region. Can do. Therefore, it is possible to connect the wooden beam to the column by inclining at a predetermined angle along the gradient of the construction area of the wooden guard fence. In addition, since the crosspieces are fixed in the width direction of the back surface of the substrate that is separated from the end portion of the reinforcing plate by a certain distance, it is possible to effectively prevent distortion at the end portion of the connecting metal fitting.

そのため、木製ビームを支柱に連結するための連結金具に要求される強度と、木製防護柵の構築地域の縦断勾配に沿って所定角度に傾斜させて木製ビームを支柱に連結することができる作業性の双方を高いレベルで実現することができる。更に、支柱の貫通孔の方向を変化させることにより、連結金具の貫通孔への挿通方向を任意に調節することができるため、木製防護柵の水平方向におけるカーブを構築地域に応じて任意に設定して木製防護柵を構築することができる。   Therefore, the strength required of the connecting bracket for connecting the wooden beam to the column and the workability to connect the wooden beam to the column by tilting it at a predetermined angle along the vertical gradient of the construction area of the wooden guard fence Both can be realized at a high level. Furthermore, by changing the direction of the through hole of the support column, the insertion direction to the through hole of the connecting bracket can be adjusted arbitrarily, so the curve in the horizontal direction of the wooden guard fence is arbitrarily set according to the construction area A wooden guard fence can be constructed.

更に、1個の連結金具の両端部に左右の木製ビームを連結することができるため、従来の連結金具に比して金具自体の個数は半分となり、木製防護柵の構築作業が簡易になるとともに施工コストを低廉化することができ、かつ、確実・強固に固着できる。また、木製ビームの接続に使用した連結金具が外部から看取されないので、天然木材を使用した木製防護柵において雰囲気を壊す金具を使用していることが判らず、構築した木製防護柵の外観性が良好であるとともにデザイン性に優れている。   Furthermore, since the left and right wooden beams can be connected to both ends of one connecting bracket, the number of brackets itself is halved compared to the conventional connecting bracket, and the construction work of the wooden guard fence is simplified. The construction cost can be reduced, and it can be firmly and firmly fixed. In addition, since the metal fittings used to connect the wooden beams are not seen from the outside, it is not clear that the metal protective fences that use natural wood are used to destroy the atmosphere. Is good and has good design.

本発明にかかる連結金具の全体斜視図。The whole perspective view of the connecting metal fitting concerning the present invention. 連結金具の正面図。The front view of a connection metal fitting. 連結金具の平面図。The top view of a connection metal fitting. 図3のA−A断面図。AA sectional drawing of FIG. 図3のB−B断面図。BB sectional drawing of FIG. 基板の全体斜視図。The whole perspective view of a substrate. 基板の正面図。The front view of a board | substrate. 基板の平面図。The top view of a board | substrate. 補強板の全体斜視図。The whole perspective view of a reinforcement board. 補強板の正面図。The front view of a reinforcement board. 補強板の平面図。The top view of a reinforcement board. 桟板の(a)全体斜視図、(b)正面図、(c)平面図。(A) Whole perspective view of a crosspiece, (b) Front view, (c) Top view. 連結金具を使用した木製防護柵の要部断面説明図。Cross section explanatory drawing of the principal part of the wooden guard fence which uses a connection metal fitting. 連結金具を屈曲させて使用した木製防護柵の要部断面説明図。Cross section explanatory drawing of the principal part of the wooden guard fence which used the connecting metal fitting bent. 木製防護柵の全体斜視図。The whole perspective view of a wooden guard fence. 木製防護柵の要部正面図。The principal part front view of a wooden guard fence. 支柱固定金具の正面図。The front view of a support | pillar fixing bracket. 支柱固定金具の側面図。The side view of a support | pillar fixing bracket. 支柱固定金具の平面図。The top view of a support | pillar fixing metal fitting. 木製支柱の立設状態を示す要部正面図。The principal part front view which shows the standing state of a wooden support | pillar. 木製支柱の立設状態を示す要部平面図。The principal part top view which shows the standing state of a wooden support | pillar.

以下図面に基づいて本発明にかかる木製防護柵及びその連結金具の実施形態を説明する。図1は本発明にかかる木製防護柵2の連結金具1の全体斜視図、図2はその正面図、図3はその平面図、図4は図3のA−A断面図、図5は図3のB−B断面図、図6は基板10の全体斜視図、図7はその正面図、図8はその平面図である。   Hereinafter, embodiments of a wooden guard fence and its connecting fitting according to the present invention will be described with reference to the drawings. 1 is an overall perspective view of a connecting bracket 1 of a wooden guard fence 2 according to the present invention, FIG. 2 is a front view thereof, FIG. 3 is a plan view thereof, FIG. 4 is a sectional view taken along line AA in FIG. FIG. 6 is an overall perspective view of the substrate 10, FIG. 7 is a front view thereof, and FIG. 8 is a plan view thereof.

図において、基板10は平面視が矩形状の金属製(例えばSUS304等のステンレス鋼材)の薄板からなり、長手方向の両端部角部を所定角度で隅切りして、隅切り部10a,10b,10c,10dを切削形成することにより、取扱時の利便性を高めている(図6参照)。図示例では、基板10の全長L×全幅W×厚さTを350mm×52mm×2mmに形成している(図7,図8参照)。   In the figure, the substrate 10 is made of a thin plate made of a metal having a rectangular shape in plan view (for example, stainless steel material such as SUS304), corners at both ends in the longitudinal direction are cut at predetermined angles, and the corners 10a, 10b, By cutting and forming 10c and 10d, convenience during handling is enhanced (see FIG. 6). In the illustrated example, the total length L × full width W × thickness T of the substrate 10 is formed to be 350 mm × 52 mm × 2 mm (see FIGS. 7 and 8).

基板10の中央部における幅方向両端部の上面には一対の起立板11を垂直方向に立設している。図示例では、この起立板11の全幅L1×高H1×厚さT1を104mm×14mm×2mmに形成している。   A pair of upright plates 11 are erected in the vertical direction on the upper surfaces of both ends in the width direction at the center of the substrate 10. In the illustrated example, the total width L1 × high H1 × thickness T1 of the upright plate 11 is formed to be 104 mm × 14 mm × 2 mm.

図9は補強板20の全体斜視図、図10はその正面図、図11はその平面図である。補強板20は平面視が矩形状の金属製の薄板からなり、図示例では、全長L2×全幅W2×厚さT2を180mm×52mm×1mmに形成している(図10,図11参照)。この補強板20を、起立板11の両端部を超える範囲の基板10の裏面にスポット溶接,ビス,接着剤等の適宜の手段によって固着している。よって、基板10は、その両端部を除いた裏面の中央部分全面に補強板20が一体として積層して固着されている。図示例では、基板10に補強板20が固着された範囲の厚さは3mm(T+T2)となっており、使用時における連結金具1にかかる荷重を支える強度部材として機能する。一方、SUS304等のステンレス鋼材を3mmの厚さとすると、修正が難しく、木製防護柵2の施工現場において屈曲加工しようとすると屈曲角度,屈曲箇所にばらつきが生じてしまう。   9 is an overall perspective view of the reinforcing plate 20, FIG. 10 is a front view thereof, and FIG. 11 is a plan view thereof. The reinforcing plate 20 is made of a thin metal plate having a rectangular shape in plan view. In the illustrated example, the total length L2 × the total width W2 × the thickness T2 is formed to be 180 mm × 52 mm × 1 mm (see FIGS. 10 and 11). The reinforcing plate 20 is fixed to the back surface of the substrate 10 in a range exceeding both end portions of the upright plate 11 by an appropriate means such as spot welding, a screw, or an adhesive. Therefore, the reinforcing plate 20 is integrally laminated and fixed to the entire surface of the central portion of the back surface excluding both ends of the substrate 10. In the illustrated example, the thickness of the range where the reinforcing plate 20 is fixed to the substrate 10 is 3 mm (T + T2), and functions as a strength member that supports the load applied to the connection fitting 1 during use. On the other hand, if the thickness of the stainless steel material such as SUS304 is 3 mm, it is difficult to correct, and if the bending work is performed at the construction site of the wooden protective fence 2, the bending angle and the bending location will vary.

この補強板20の長手方向の一端部近傍における幅方向両端部に一対の矩形状の規制板21が垂直方向に垂設されている。図示例では、この規制板21の全幅L3×高H3×厚さT3を20mm×16mm×1mmに形成している(図10,図11参照)。この規制板21は、基板10に補強板20を固着した状態において、基板10の起立板11の一端部近傍において起立板11の反対方向に垂設される。   A pair of rectangular regulation plates 21 are vertically suspended at both ends in the width direction in the vicinity of one end in the longitudinal direction of the reinforcing plate 20. In the illustrated example, the total width L3 × height H3 × thickness T3 of the regulating plate 21 is formed to be 20 mm × 16 mm × 1 mm (see FIGS. 10 and 11). In the state where the reinforcing plate 20 is fixed to the substrate 10, the regulation plate 21 is suspended in the opposite direction of the upright plate 11 in the vicinity of one end portion of the upright plate 11 of the substrate 10.

図12(a)は桟板30の全体斜視図、(b)はその正面図、(c)はその平面図である。桟板30は平面視が矩形状の金属製の薄板からなり、図示例では、全長L4×全幅W4×厚さT4を52mm×10mm×1mmに形成している。この桟板30を、基板10に固着した補強板20の両端部から一定距離離間させた基板10の裏面の幅方向にスポット溶接,ビス,接着剤等の適宜の手段によって積層して固着する。図示例では、基板10に桟板30が固着された範囲の厚さは3mm(T+T4)となっており、使用時における連結金具1にかかる荷重を支持するとともに、連結金具1の端部における歪みを防止する強度部材として機能する。   12A is an overall perspective view of the crosspiece 30, FIG. 12B is a front view thereof, and FIG. 12C is a plan view thereof. The crosspiece 30 is made of a thin metal plate having a rectangular shape in plan view, and in the illustrated example, the total length L4 × the total width W4 × the thickness T4 is 52 mm × 10 mm × 1 mm. The crosspieces 30 are laminated and fixed by appropriate means such as spot welding, screws, adhesives or the like in the width direction of the back surface of the substrate 10 spaced apart from both ends of the reinforcing plate 20 fixed to the substrate 10 by a certain distance. In the illustrated example, the thickness of the range in which the crosspiece 30 is fixed to the substrate 10 is 3 mm (T + T4), and supports the load applied to the connection fitting 1 during use, and distortion at the end of the connection fitting 1. It functions as a strength member that prevents

上記構成を採用することにより、連結金具1において、基板10のみからなる補強板20と桟板30との間を屈曲域Dとして形成した。このように、基板10を薄板から構成するとともに、基板10に補強板20及び桟板30を固着することによって、強度部材を構成し、連結金具1にかかる荷重を支持するための強度を実現した。同時に補強板20と桟板30との間に基板10の薄板のみからなる屈曲域をDを形成することにより、連結金具1を所望の角度に屈曲形成可能とした。図示例では基板10として2mmの厚さの薄板を使用しており、SUS304等のステンレス鋼材であっても木製防護柵2の施工現場において屈曲加工する際に所定の屈曲角度,屈曲箇所で正確に加工することが容易である。この屈曲域Dは、基板10と補強板20が一体に固着した強度部材からなる強度域と、基板10と桟板30が一体に固着した強度部材からなる強度域との間に挟まれているため、その強度の差分(厚さT+T2又はT+T4と厚さTとの差分)によって、施工時における屈曲加工が容易である。このように、基板10に強度に強弱を設けたことが本発明の特徴の1つである。   By adopting the above-described configuration, the connecting metal 1 is formed as a bent region D between the reinforcing plate 20 made of only the substrate 10 and the crosspiece 30. In this way, the substrate 10 is made of a thin plate, and the reinforcing plate 20 and the crosspiece 30 are fixed to the substrate 10 to constitute a strength member and realize strength to support the load applied to the connecting metal fitting 1. . At the same time, by forming D a bent region consisting only of a thin plate of the substrate 10 between the reinforcing plate 20 and the crosspiece 30, the connecting fitting 1 can be bent at a desired angle. In the illustrated example, a thin plate having a thickness of 2 mm is used as the substrate 10, and even when a stainless steel material such as SUS304 is bent at the construction site of the wooden guard fence 2, it is accurately at a predetermined bending angle and bending portion. Easy to process. The bent region D is sandwiched between a strength region made of a strength member to which the substrate 10 and the reinforcing plate 20 are integrally fixed, and a strength region made of a strength member to which the substrate 10 and the crosspiece 30 are fixed integrally. Therefore, the bending process at the time of construction is easy due to the difference in strength (the difference between the thickness T + T2 or T + T4 and the thickness T). As described above, it is one of the features of the present invention that the substrate 10 is provided with strength.

そして、連結金具1には、木製防護柵2を構成する木製支柱3に連結金具1を固定するとともに、連結金具1に木製ビーム4を固定するための適宜の取付孔が形成されている。図示例では、基板10における桟板30より開放端側の両端部には、一対の長孔12を穿設し、補強板20の長手方向の両端部近傍、即ち、補強板20と桟板30の間の屈曲域Dにおける基板10に支持孔13を穿設するとともに、起立板11の長手方向の一端部近傍における基板10と補強板20を貫通して固定孔14を穿設している。   The connection fitting 1 is formed with an appropriate mounting hole for fixing the connection fitting 1 to the wooden support 3 constituting the wooden guard fence 2 and fixing the wooden beam 4 to the connection fitting 1. In the illustrated example, a pair of long holes 12 are formed at both ends of the substrate 10 on the open end side of the crosspiece 30, and in the vicinity of both ends in the longitudinal direction of the reinforcing plate 20, that is, the reinforcing plate 20 and the crosspiece 30. A support hole 13 is drilled in the substrate 10 in the bending area D between them, and a fixing hole 14 is drilled through the substrate 10 and the reinforcing plate 20 in the vicinity of one end of the upright plate 11 in the longitudinal direction.

次に上記構成の連結金具1を使用して、木製ビーム4を木製支柱3に固定して構築する木製防護柵2の構成を説明する。図13は連結金具1を使用した木製防護柵の要部断面説明図である。先ず、地表に立設した丸型の木製支柱3内を水平方向に貫通して形成した貫通孔5内に、起立板11を上方として連結金具1を挿通するとともに、基板10の裏面に固着した補強板20に垂設した規制板21を木製支柱3の側面に密接させる。その後、固定孔14から木製支柱3の貫通孔5内に向けて、皿木ネジ(図示略)等の固定具を挿入して連結金具1を支柱に固定する。これにより、貫通孔5内に連結金具1が固定されるとともに、貫通孔5内から連結金具1の両端が突出した状態となる。   Next, the configuration of the wooden guard fence 2 constructed by fixing the wooden beam 4 to the wooden support column 3 using the connection fitting 1 having the above configuration will be described. FIG. 13 is a cross-sectional explanatory view of a main part of a wooden guard fence using the connecting fitting 1. First, the fitting 1 is inserted into the through hole 5 formed by penetrating the inside of the round wooden support column 3 standing on the ground surface in the horizontal direction, and fixed to the back surface of the substrate 10. A regulating plate 21 suspended from the reinforcing plate 20 is brought into close contact with the side surface of the wooden column 3. Thereafter, a fixing tool such as a countersunk screw (not shown) is inserted from the fixing hole 14 into the through hole 5 of the wooden column 3 to fix the connection fitting 1 to the column. As a result, the connecting fitting 1 is fixed in the through hole 5 and both ends of the connecting fitting 1 protrude from the through hole 5.

次に、横桟としての木製ビーム4を水平方向に固定する場合は、下端面を水平に切削するとともに、木製ビーム4の端部を、木製支柱3の貫通孔5から突出している連結金具1の端部に載置し、長孔12からボルト15を挿通して固定し、更に支持孔13からコーチスクリュー(図示略)等の支持具を挿入して木製支柱3に固定する。この作業を横桟となる木製ビーム4の本数だけ行うことによって、図13に示す木製防護柵2が構築される。更に、木製支柱3の貫通孔5の水平方向における切削方向を変化させることにより、連結金具1の貫通孔5への挿通方向を任意に調節することができるため、木製防護柵2の水平方向におけるカーブを構築地域に応じて任意に設定することができる。なお、図示例では木製支柱3及び木製ビーム4として、間伐材からなる直径120mmの無垢の棒材を使用した。   Next, when fixing the wooden beam 4 as a horizontal rail in the horizontal direction, the lower end surface is cut horizontally, and the end of the wooden beam 4 protrudes from the through hole 5 of the wooden column 3. The bolt 15 is inserted and fixed from the long hole 12, and a support tool such as a coach screw (not shown) is inserted from the support hole 13 and fixed to the wooden column 3. By performing this work for the number of the wooden beams 4 serving as horizontal rails, the wooden guard fence 2 shown in FIG. 13 is constructed. Furthermore, since the cutting direction in the horizontal direction of the through-hole 5 of the wooden support column 3 can be changed, the insertion direction of the connecting fitting 1 into the through-hole 5 can be arbitrarily adjusted. The curve can be set arbitrarily according to the construction area. In the illustrated example, a solid bar material having a diameter of 120 mm made of thinned wood was used as the wooden column 3 and the wooden beam 4.

上記した図13に示す木製防護柵2は、木製ビーム4を木製支柱3に対して直交する方向に固定したものであるが、木製防護柵2を構築する場所によっては、その起伏や勾配に対応して、木製ビーム4を木製支柱3に対して上下方向に所定角度傾斜させて連結する必要がある。そのため、木製ビーム4を傾斜させて木製支柱3に連結するためには、木製ビームを載置させて支持する連結金具1の両端部を容易に屈曲させるために、連結金具1において、補強板20と桟板30との間に基板10のみからなる屈曲域Dを形成してある。  The above-described wooden guard fence 2 shown in FIG. 13 is a wooden beam 4 fixed in a direction orthogonal to the wooden support pillar 3, but depending on the place where the wooden guard fence 2 is constructed, it corresponds to the undulations and gradients. Thus, the wooden beam 4 needs to be connected to the wooden support column 3 while being inclined at a predetermined angle in the vertical direction. Therefore, in order to incline the wooden beam 4 and connect the wooden beam 4 to the wooden column 3, the reinforcing plate 20 is provided in the connecting metal 1 in order to easily bend both ends of the connecting metal 1 on which the wooden beam is placed and supported. A bent region D consisting only of the substrate 10 is formed between the crosspiece 30 and the crosspiece 30.

よって、図14に示すように、貫通孔5に連結金具1を挿通して固定した後に、連結金具1の両端部を屈曲域Dを起点として、木製防護柵2を構築する場所の起伏や勾配に対応して、上下方向に所定の角度で屈曲させる。図14は連結金具1の左側の屈曲域Dを上方(時計回り方向)に、右側の屈曲域Dを下方(時計回り方向)に屈曲させた例である。この屈曲の方向や角度は設置場所に応じて任意に設定するものである。このようにして屈曲させた連結金具1の両端部への木製ビーム4の固定手段は前記した図13に示すケースと同様である。この屈曲域Dは、基板10と補強板20が一体に固着した強度部材からなる強度域と、基板10と桟板30が一体に固着した強度部材からなる強度域との間に挟まれているため、その強度の差分(厚さT+T2又はT+T4と厚さTとの差分)によって、施工時における屈曲加工が容易である。   Therefore, as shown in FIG. 14, after the connecting metal fitting 1 is inserted and fixed in the through-hole 5, the undulations and gradients of the place where the wooden guard fence 2 is constructed starting from the bending area D at both ends of the connecting metal fitting 1. Corresponding to the above, it is bent at a predetermined angle in the vertical direction. FIG. 14 shows an example in which the bent region D on the left side of the connecting fitting 1 is bent upward (clockwise direction) and the bent region D on the right side is bent downward (clockwise direction). The direction and angle of bending are arbitrarily set according to the installation location. The means for fixing the wooden beam 4 to both ends of the connecting fitting 1 bent in this way is the same as the case shown in FIG. The bent region D is sandwiched between a strength region made of a strength member to which the substrate 10 and the reinforcing plate 20 are integrally fixed, and a strength region made of a strength member to which the substrate 10 and the crosspiece 30 are fixed integrally. Therefore, the bending process at the time of construction is easy due to the difference in strength (the difference between the thickness T + T2 or T + T4 and the thickness T).

従来の木製防護柵は自然環境に調和し、外観上の見映えもよいが、金属製防護柵に比較して腐食に弱く、耐久性に難があり、又部品の交換が困難な課題を残している。この腐食の問題は、木製ビームに比べて、木製支柱に際だって多く、中でも木製支柱が地面と接する地際部分において顕著である。これは地際部分が乾燥と湿潤を繰り返す部分であり、栄養分の補給も容易であるため、腐食による劣化の進行が早いためである。併せて物や人の衝突、落石等によって木製支柱や木製ビームが損傷してしまうこともある。しかしながら、従来の木製支柱は地面に直接埋設されている構造が多く、地際部分からの腐食を避けられず、又交換が困難であった。   Conventional wooden fences are in harmony with the natural environment and may look good on the outside, but they are less susceptible to corrosion than metal guard fences, have difficulty in durability, and remain difficult to replace parts. ing. This problem of corrosion is much more pronounced on wooden columns than on wooden beams, and is particularly pronounced at the ground where the wooden columns are in contact with the ground. This is because the ground part repeats drying and wetting, and it is easy to replenish nutrients, so deterioration due to corrosion is fast. At the same time, wooden struts and wooden beams may be damaged by collisions of objects and people, falling rocks, etc. However, many conventional wooden columns are directly embedded in the ground, and corrosion from the ground is inevitable and replacement is difficult.

そこで、本発明では木製防護柵2の耐久性や強度を向上させるために、木製支柱3の腐食を防止し、その交換を容易とする構造を新たに採用した。以下、その構成を説明する。図17は、本発明で採用した支柱固定金具40の正面図、図18はその側面図、図19はその平面図、図20は木製支柱3の立設状態を示す要部正面図、図21はその要部平面図である。支柱固定金具40は、所定面積を有する矩形状の板材からなる座板41と、座板41の中央部に垂直方向に立設された所定面積を有する矩形状の板材からなる挿通板43から構成されている。座板41の隅部には、座板41を固定するための固定孔42が穿設され、挿通板43の中央部には1又は複数のボルト孔44が穿設されている。図示例では、座板41の全長L5×全幅W5×厚さT5を220mm×220mm×3mmに、挿通板43の全幅W6×全高H6×厚さT6を100mm×300mm×3mmに形成している。   Therefore, in the present invention, in order to improve the durability and strength of the wooden guard fence 2, a structure that prevents corrosion of the wooden column 3 and facilitates its replacement is newly adopted. The configuration will be described below. 17 is a front view of the column fixing bracket 40 employed in the present invention, FIG. 18 is a side view thereof, FIG. 19 is a plan view thereof, FIG. 20 is a front view of a main portion showing a standing state of the wooden column 3, FIG. FIG. The column fixing bracket 40 includes a seat plate 41 made of a rectangular plate material having a predetermined area, and an insertion plate 43 made of a rectangular plate material having a predetermined area standing in the vertical direction at the center of the seat plate 41. Has been. A fixing hole 42 for fixing the seat plate 41 is formed in a corner portion of the seat plate 41, and one or a plurality of bolt holes 44 are formed in a central portion of the insertion plate 43. In the illustrated example, the overall length L5 × full width W5 × thickness T5 of the seat plate 41 is 220 mm × 220 mm × 3 mm, and the full width W6 × total height H6 × thickness T6 of the insertion plate 43 is 100 mm × 300 mm × 3 mm.

図20,図21において、45はコンクリート製の基礎であって、この基礎45上に支柱固定金具40を介して木製支柱3を立設する。先ず、木製防護柵2を施工する地域の起伏や勾配に対応して木製支柱3を立設する所定箇所に、水平な上面を有する基礎45を構築する。そして、この基礎45の上面に、支柱固定金具40の座板41を載置し、固定孔42を介してボルト46で基礎45に固定する。次に、木製支柱3の下端面に挿通板43を収納可能な挿通孔47を切削形成し、この挿通孔47を支柱固定金具40の挿通板43に被冠させ、ボルト48で固定して、木製支柱3を立設する。   In FIGS. 20 and 21, reference numeral 45 denotes a concrete foundation, and the wooden support 3 is erected on the foundation 45 through a support fixing bracket 40. First, a foundation 45 having a horizontal upper surface is constructed at a predetermined location where the wooden column 3 is erected corresponding to the undulations and gradients of the area where the wooden guard fence 2 is constructed. Then, the seat plate 41 of the column fixing bracket 40 is placed on the upper surface of the foundation 45 and fixed to the foundation 45 with the bolt 46 through the fixing hole 42. Next, an insertion hole 47 capable of accommodating the insertion plate 43 is cut and formed on the lower end surface of the wooden column 3, and the insertion hole 47 is covered with the insertion plate 43 of the column fixing bracket 40 and fixed with a bolt 48. The wooden support 3 is erected.

かかる木製支柱3は、腐食の原因となる地際部分に基礎45及び支柱固定金具40の座板41が存在するため、地面との縁が切られており、腐食を低減させて木製支柱3の耐久性が向上し、長寿命化を図ることができる。また、木製支柱3は支柱固定金具40によって、基礎45に固定されているため、強度が補強されており、損傷が少ない。更に、腐食して交換を必要とする場合においても、ボルトを外して支柱固定金具40の挿通板43から木製支柱3を引き抜くだけで容易に交換することができる。なお、木製ビーム4も上記した構成の連結金具1を使用して木製支柱3に固定しているため、木製ビーム4そのものも容易に交換することが可能である。   Such a wooden support 3 has a foundation 45 and a seat plate 41 of the support fixing bracket 40 at a ground part that causes corrosion, so that the edge of the wooden support 3 is cut off from the ground to reduce the corrosion. The durability is improved and the life can be extended. Moreover, since the wooden support | pillar 3 is being fixed to the foundation 45 with the support | pillar fixing bracket 40, intensity | strength is reinforced and there is little damage. Furthermore, even when the corrosion requires replacement, the replacement can be easily performed by simply removing the bolt and removing the wooden support 3 from the insertion plate 43 of the support fixing bracket 40. In addition, since the wooden beam 4 is also fixed to the wooden support column 3 using the connection fitting 1 having the above-described configuration, the wooden beam 4 itself can be easily replaced.

以上記載した本発明によれば、起立板の両端部を超える範囲の基板の裏面に基板の両端部を除いて矩形状の補強板を固着しているため、基板を薄板から構成しても、基板と補強板が相俟って連結金具として必要十分な強度を得ることができる。そして、基板と補強板及び基板と桟板からなる構成の間に、基板のみから構成される屈曲域を設けているため、この屈曲域において基板を上下方向の任意の角度に容易に屈曲することができる。そのため、木製防護柵の構築地域の勾配に沿って所定角度に傾斜させて木製ビームを支柱に連結することができる。また、補強板の端部から一定距離離間した基板の裏面の幅方向に桟板を固着してあるため、連結金具の端部における歪みを効果的に防止することができる。   According to the present invention described above, since the rectangular reinforcing plate is fixed to the back surface of the substrate in a range exceeding both ends of the upright plate except for both ends of the substrate, even if the substrate is configured from a thin plate, The substrate and the reinforcing plate can be combined to obtain a necessary and sufficient strength as a connection fitting. In addition, since a bent region composed of only the substrate is provided between the substrate and the reinforcing plate and the substrate and the crosspiece, the substrate can be easily bent at an arbitrary angle in the vertical direction in this bent region. Can do. Therefore, it is possible to connect the wooden beam to the column by inclining at a predetermined angle along the gradient of the construction area of the wooden guard fence. In addition, since the crosspieces are fixed in the width direction of the back surface of the substrate that is separated from the end portion of the reinforcing plate by a certain distance, it is possible to effectively prevent distortion at the end portion of the connecting metal fitting.

そのため、木製ビームを支柱に連結するための連結金具に要求される強度と、木製防護柵の構築地域の勾配に沿って所定角度に傾斜させて木製ビームを支柱に連結することができる作業性の双方を高いレベルで実現することができる。更に、支柱の貫通孔の方向を変化させることにより、連結金具の貫通孔への挿通方向を任意に調節することができるため、木製防護柵の水平方向におけるカーブを構築地域に応じて任意に設定して木製防護柵を構築することができる。   Therefore, the strength required for the connecting bracket for connecting the wooden beam to the support and the workability of connecting the wooden beam to the support by inclining at a predetermined angle along the gradient of the construction area of the wooden guard fence. Both can be realized at a high level. Furthermore, by changing the direction of the through hole of the support column, the insertion direction to the through hole of the connecting bracket can be adjusted arbitrarily, so the curve in the horizontal direction of the wooden guard fence is arbitrarily set according to the construction area A wooden guard fence can be constructed.

更に、1個の連結金具の両端部に左右の木製ビームを連結することができるため、従来の連結金具に比して金具自体の個数は半分となり、木製防護柵の構築作業が簡易になるとともに施工コストを低廉化することができ、かつ、確実・強固に固着できる。また、木製ビームの接続に使用した連結金具が外部から看取されないので、天然木材を使用した木製防護柵において雰囲気を壊す金具を使用していることが判らず、構築した木製防護柵の外観性が良好であるとともにデザイン性に優れている。   Furthermore, since the left and right wooden beams can be connected to both ends of one connecting bracket, the number of brackets itself is halved compared to the conventional connecting bracket, and the construction work of the wooden guard fence is simplified. The construction cost can be reduced, and it can be firmly and firmly fixed. In addition, since the metal fittings used to connect the wooden beams are not seen from the outside, it is not clear that the metal protective fences that use natural wood are used to destroy the atmosphere. Is good and has good design.

1…連結金具
2…木製防護柵
3…木製支柱
4…木製ビーム
5…貫通孔
10…基板
11…起立板
12…長孔
13…支持孔
14,42…固定孔
20…補強板
21…規制板
30…桟板
40…支柱固定金具
41…座板
43…挿通板
44…ボルト孔
45…(コンクリート製の)基礎
46,48…ボルト
47…挿通孔
DESCRIPTION OF SYMBOLS 1 ... Connection metal fitting 2 ... Wooden guard fence 3 ... Wooden support | pillar 4 ... Wooden beam 5 ... Through-hole 10 ... Substrate 11 ... Standing plate 12 ... Long hole 13 ... Support hole 14,42 ... Fixed hole 20 ... Reinforcement plate 21 ... Restriction plate DESCRIPTION OF SYMBOLS 30 ... Crosspiece 40 ... Prop fixing bracket 41 ... Seat plate 43 ... Insertion plate 44 ... Bolt hole 45 ... (Concrete) foundation 46, 48 ... Bolt 47 ... Insertion hole

Claims (9)

略矩形状の薄板からなる基板と、基板の幅方向両端部の上面に立設した一対の起立板と、起立板の両端部を超える範囲の基板の裏面に基板の両端部を除いて積層して固着した矩形状の補強板と、起立板の一端部近傍における補強板の幅方向両端部に反起立板方向に垂設した一対の規制板と、補強板の両端部から一定距離離間した基板の裏面の幅方向に積層して固着した一対の桟板と、基板の両端部に穿設した長孔と、補強板の両端部近傍の基板に穿設した支持孔と、起立板の近傍における基板と補強板を貫通して穿設した固定孔からなり、補強板と桟板との間の基板を屈曲域として形成したことを特徴とする木製防護柵の連結金具。   Laminate except for both ends of the substrate on the back surface of the substrate in a range exceeding both ends of the upright plate, and a pair of upright plates standing on the upper surface of both ends in the width direction of the substrate. A rectangular reinforcing plate fixed in a fixed manner, a pair of regulating plates suspended in the widthwise opposite ends of the reinforcing plate in the vicinity of one end of the upright plate, and a substrate spaced apart from the both ends of the reinforcing plate by a certain distance In the vicinity of the upright plate, a pair of crosspieces stacked and fixed in the width direction of the back surface of the substrate, a long hole drilled in both ends of the substrate, a support hole drilled in the substrate in the vicinity of both ends of the reinforcing plate, and A wooden protective fence connecting bracket comprising a fixed hole formed through a substrate and a reinforcing plate, and the substrate between the reinforcing plate and the crosspiece is formed as a bent region. 基板を厚さ2mmの薄板から形成するとともに、補強板及び桟板を厚さ1mmの薄板から形成した請求項1記載の木製防護柵の連結金具。   2. The wooden guard fence connecting bracket according to claim 1, wherein the substrate is formed from a thin plate having a thickness of 2 mm, and the reinforcing plate and the crosspiece are formed from a thin plate having a thickness of 1 mm. 基板の長手方向両端部の角部を隅切りしてなる請求項1又は2記載の木製防護柵の連結金具。   3. A wooden guard fence connecting bracket according to claim 1 or 2, wherein corners at both ends in the longitudinal direction of the substrate are cut off. 屈曲域において、基板を上下方向のいずれかに所定角度で屈曲させる請求項1,2又は3記載の木製防護柵の連結金具。   The wooden protective fence connecting bracket according to claim 1, 2, or 3, wherein the substrate is bent at a predetermined angle in any of the vertical directions in the bending region. 地表に立設された木製の支柱内を水平方向に貫通して形成された貫通孔内に、請求項1〜4のいずれかに記載の木製防護柵の連結金具を挿通して、起立板を貫通孔内に位置させるとともに規制板を支柱に密接させて固定孔を介して連結金具を支柱に固定するとともに、支柱から突出させた連結金具の端部に横桟としての木製ビームを載置させて長孔及び支持孔を介して木製ビームを固定することにより構築したことを特徴とする木製防護柵。   A wooden protective fence connecting bracket according to any one of claims 1 to 4 is inserted into a through-hole formed in a horizontal direction through a wooden support column erected on the ground surface, and an upright plate is mounted. The coupling plate is fixed to the column through the fixing hole by placing the regulating plate in close contact with the column, and the wooden beam as a horizontal beam is placed on the end of the coupling bracket protruding from the column. A wooden guard fence constructed by fixing a wooden beam through a long hole and a support hole. 屈曲域において、基板を上下方向のいずれかに所定角度で屈曲させることにより、木製ビームを所定の角度に傾斜させて固定した請求項5記載の木製防護柵。   6. The wooden guard fence according to claim 5, wherein the wooden beam is inclined and fixed at a predetermined angle by bending the substrate in any of the vertical directions at a predetermined angle in the bending region. 木製ビームの傾斜角度を木製防護柵の構築地域の勾配に沿って所定角度に傾斜させた請求項6記載の木製防護柵。   The wooden guard fence according to claim 6, wherein the tilt angle of the wooden beam is tilted at a predetermined angle along the gradient of the construction area of the wooden guard fence. 固定孔に皿木ネジを挿入して連結金具を支柱に固定した請求項5,6又は7記載の木製防護柵。   The wooden guard fence according to claim 5, 6 or 7, wherein a countersunk screw is inserted into the fixing hole to fix the connecting bracket to the support column. 支持孔にコーチスクリューを挿入して木製ビームを連結金具に固定した請求項5,6,7又は8記載の木製防護柵。   The wooden guard fence according to claim 5, 6, 7 or 8, wherein a wooden beam is fixed to the connecting bracket by inserting a coach screw into the support hole.
JP2016103629A 2016-05-24 2016-05-24 Wooden protection fence and connection metal fitting thereof Pending JP2017210766A (en)

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