JP7032802B2 - Protective wall installation method and continuous protective wall - Google Patents

Protective wall installation method and continuous protective wall Download PDF

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JP7032802B2
JP7032802B2 JP2018073821A JP2018073821A JP7032802B2 JP 7032802 B2 JP7032802 B2 JP 7032802B2 JP 2018073821 A JP2018073821 A JP 2018073821A JP 2018073821 A JP2018073821 A JP 2018073821A JP 7032802 B2 JP7032802 B2 JP 7032802B2
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洋一 宮崎
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有限会社 創友
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本発明は、高速道路や一般道路の中央分離帯及び路側帯に設置され、正規ルートを外れた車両を減速、停止や方向転換をさせる防護壁の設置方法に関する。 The present invention relates to a method of installing a protective wall which is installed in a median strip and a roadside zone of a highway or a general road to decelerate, stop, or change a direction of a vehicle off a regular route.

従来、コンクリートなどで作製された複数の防護壁を、高速道路や一般道路の中央分離帯及び路側帯における車両の進行方向に沿って隙間を空けて載置して、金属製の線材により連結してから、複数の防護壁の隙間をモルタル等で充填することにより施工する方法が種々知られている。 Conventionally, multiple protective walls made of concrete or the like are placed with a gap along the direction of travel of the vehicle in the median strip and roadside zone of highways and general roads, and are connected by metal wires. Then, various methods are known in which the gaps between the plurality of protective walls are filled with mortar or the like.

例えば、特許文献1には、複数の防護壁を設置する方法が開示されている。具体的には、まず、複数の一般用ブロック1と定着用ブロック2とを交互に並べる。そして、複数の一般用ブロック1を挟む2つの定着用ブロック2のうち一方の定着用ブロック2の挿通孔4′の切り欠き部3内の開口からPC鋼撚り線5を挿入していき、他方の定着用ブロック2の挿通孔4′の切り欠き部3内の開口から延出させておく。その後、各ブロックの隣接空間にセメントモルタルを充填する。そして、そのセメントモルタルの硬化を待ってPC鋼撚り線5の緊張定着作業を行っている。なお、本段落の符号は、特許文献1における符号である。 For example, Patent Document 1 discloses a method of installing a plurality of protective walls. Specifically, first, a plurality of general-purpose blocks 1 and fixing blocks 2 are arranged alternately. Then, the PC steel stranded wire 5 is inserted from the opening in the notch 3 of the insertion hole 4'of the fixing block 2 of the two fixing blocks 2 sandwiching the plurality of general-purpose blocks 1, and the other. It extends from the opening in the notch 3 of the insertion hole 4'of the fixing block 2. After that, the space adjacent to each block is filled with cement mortar. Then, after waiting for the cement mortar to harden, the tension fixing work of the PC steel stranded wire 5 is performed. The reference numerals in this paragraph are the reference numerals in Patent Document 1.

特開2000-240024号公報Japanese Unexamined Patent Publication No. 2000-240024

しかしながら、特許文献1に記載の防護壁の設置方法では、複数の防護壁の間の空間にセメントモルタルを充填して、その硬化を待ってから、金属製の線材を張って固定するために、個々の防護壁の間の空間に充填したセメントモルタルが硬化し始め設計基準強度に達するまでに2週間ほど要し、その間に複数の防護壁を挿通する金属製の線材を張る作業は一切行うことができず効率的ではなく工期が長期化するという課題があった。 However, in the method of installing the protective wall described in Patent Document 1, the space between the plurality of protective walls is filled with cement mortar, and after waiting for the curing, the metal wire is stretched and fixed. It takes about two weeks for the cement mortar filled in the space between the individual protective walls to begin to harden and reach the design standard strength, and during that time, no work should be done to stretch the metal wire that inserts multiple protective walls. There was a problem that it was not efficient and the construction period was prolonged.

そこで、本発明は、高速道路や一般道路の中央分離帯及び路側帯における車両の進行方向に沿って設置される複数の防護壁を載置してそれらを連設させて完成させるまでの工期を短縮することができる設置方法及び防護壁を提供することを目的とする。 Therefore, in the present invention, the construction period until a plurality of protective walls installed along the traveling direction of the vehicle in the median strip and the roadside zone of the expressway and the general road are placed and connected in succession is completed. It is intended to provide installation methods and protective barriers that can be shortened.

〔1〕すなわち、本発明は、複数の防護壁(1)における長手方向(X)の両端に位 置する内側面(1a・1a)又は前記内側面(1a・1a)のうち少なくとも一方の内 側面(1a)において内側に窪んだ略半円柱状の窪み部(11)と、前記防護壁(1) と一体又は別体の略円柱状のスペーサー(2)を当接するとともに隣接する前記内側面 (1a・1a)の間に隙間を空けて複数の防護壁(1)を連設する連設工程と、前記防 護壁(1)の内部に位置し長手方向(X)に沿って穿設された挿通孔(12)に線材( 3)を挿通し固設する配線工程と、複数の前記防護壁(1)における連設した前記内側 面(1a・1a)の隙間に固設剤(4)を注入する充填工程を備えることを特徴とする 防護壁設置方法である。 [1] That is, the present invention relates to the inner surface (1a · 1a) or at least one of the inner side surfaces (1a · 1a) placed at both ends in the longitudinal direction (X) of the plurality of protective walls (1). The substantially semi-cylindrical recess (11) recessed inward on the side surface (1a) and the substantially cylindrical spacer (2) integrally or separately from the protective wall (1) are in contact with each other and adjacent to the inner surface surface. A continuous installation process in which a plurality of protective walls (1) are continuously provided with a gap between (1a and 1a), and a series of protective walls (1) located inside the protective wall (1) and pierced along the longitudinal direction (X). The fixing agent (4) is formed in the gap between the wiring step of inserting and fixing the wire rod (3) through the insertion hole (12) and the inner surfaces (1a and 1a) connected to each other in the plurality of protective walls (1). It is a protective wall installation method characterized by comprising a filling step of injecting.

〔2〕そして、前記連設工程において、複数の前記防護壁(1)のうち少なくとも2基以上の前記防護壁(1)の短手方向(Y)における外側面(1b)に、前記挿通孔(12)と連通する穴部(13)が設けられて、前記穴部(13)から前記線材(3)を挿通して固設することを特徴とする前記〔1〕に記載の防護壁設置方法である。 [2] Then, in the continuous step, the insertion hole is formed in the outer surface (1b) of at least two or more of the protective walls (1) in the lateral direction (Y) of the plurality of protective walls (1). The protective wall installation according to the above [1], wherein a hole portion (13) communicating with the (12) is provided, and the wire rod (3) is inserted through the hole portion (13) and fixed. The method.

〔3〕そして、前記固設剤(4)が、モルタル及びエラストマーからの少なくとも一種であることを特徴とする前記〔1〕又は前記〔2〕に記載の防護壁設置方法である。 [3] The protective wall installation method according to the above [1] or the above [2], wherein the fixing agent (4) is at least one of mortar and elastomer.

〕そして、長手方向(X)に連設された複数の防護壁(1)と、前記防護壁(1 )と一体又は別体であって、前記防護壁(1)における長手方向(X)の両端に位置す る内側面(1a・1a)又は前記内側面(1a・1a)のうち少なくとも一方の内側面 (1a)において内側に窪んだ略半円柱状の窪み部(11)に当接して、隣接する前記 内側面(1a・1a)の間に隙間を空けている略円柱状のスペーサー(2)と、前記防 護壁(1)の内部に位置し長手方向(X)に沿って穿設された挿通孔(12)に挿通さ れ固設された線材(3)と、隣接する前記内側面(1a・1a)の間に空けられた隙間 に注入された固設剤(4)を備える連続防護壁である。 [ 4 ] Then, the plurality of protective walls (1) connected in the longitudinal direction (X) and the protective wall (1) are integrated or separate from each other in the longitudinal direction (X) in the protective wall (1). ), Which is located at both ends of the inner side surface (1a ・ 1a) or at least one of the inner side surfaces ( 1a・ 1a). A substantially columnar spacer (2) that is in contact with each other and has a gap between the adjacent inner side surfaces (1a and 1a), and is located inside the protective wall (1) and is located along the longitudinal direction (X). The fixing agent (4) injected into the gap between the wire rod (3) inserted and fixed through the drilled insertion hole (12) and the adjacent inner side surfaces (1a and 1a). It is a continuous protective wall equipped with.

〕そして、複数の前記防護壁(1)のうち少なくとも2基以上の前記防護壁(1 )の短手方向(Y)における外側面(1b)に、前記挿通孔(12)と連通する穴部( 13)が設けられていることを特徴とする前記〔〕に記載の連続防護壁である。 [ 5 ] Then, the outer surface (1b) of at least two or more of the protective walls (1) in the lateral direction (Y) is communicated with the insertion hole (12). The continuous protective wall according to the above [ 4 ], characterized in that a hole (13) is provided.

〕そして、前記防護壁(1)の底面側(1c)において短手方向(Y)に穿設さ れた貫通孔(14)を有することを特徴とする前記〔〕又は前記〔〕に記載の連続 防護壁である。
〔7〕そして、前記防護壁(1)の前記内側面(1a)において、底面(1c)側及 び前記防護壁(1)の短手方向(Y)における外側面(1b)側の角に前記内側面(1 a)より段差を設けて窪んで設けられた内側面窪み部(15)を有することを特徴とす る前記〔4〕から前記〔6〕のいずれか一つに記載の連続防護壁である。
[ 6 ] The above-mentioned [ 4 ] or the above-mentioned [ 5 ], which has a through hole (14) formed in the lateral direction (Y) on the bottom surface side (1c) of the protective wall (1). ] It is a continuous protective wall described in.
[7] Then, on the inner side surface (1a) of the protective wall (1), at the corner on the bottom surface (1c) side and the outer surface (1b) side in the lateral direction (Y) of the protective wall (1). The continuation according to any one of the above [4] to the above [6], wherein the inner side surface recessed portion (15) is provided by providing a step from the inner side surface (1 a). It is a protective wall.

本発明の設置方法によれば、複数の防護壁を載置してそれらを連設させて完成させるまでの工期を短縮することができる。 According to the installation method of the present invention, it is possible to shorten the construction period until a plurality of protective walls are placed and they are connected and completed in succession.

本発明の第一実施形態における複数の防護壁を載置した状態の斜視図である。It is a perspective view of the state in which a plurality of protective walls are placed in the first embodiment of the present invention. 本発明の第一実施形態における一の防護壁の斜視図である。It is a perspective view of one protective wall in 1st Embodiment of this invention. 本発明の第一実施形態における一の防護壁のC部の拡大図である。It is an enlarged view of the part C of one protective wall in 1st Embodiment of this invention. 本発明の第一実施形態における一の防護壁のA-A線断面図である。FIG. 3 is a sectional view taken along line AA of one protective wall according to the first embodiment of the present invention. 本発明の第一実施形態における一の防護壁の穴部付近の拡大図である。It is an enlarged view near the hole part of one protective wall in 1st Embodiment of this invention. (a)本発明の第一実施形態における複数の防護壁を載置した状態の平面図である。(b)本発明の第一実施形態における複数の防護壁を設置して完成させた状態の平面図である。(A) It is a top view of the state in which a plurality of protective walls are placed in the first embodiment of the present invention. (B) It is a top view of the state which installed and completed a plurality of protective walls in the 1st Embodiment of this invention. 本発明の第一実施形態における二つの防護壁の隙間付近であるD部の拡大図である。It is an enlarged view of the part D which is near the gap of two protective walls in the 1st Embodiment of this invention. 本発明の第二実施形態におけるD部に相当する部分の拡大図である。It is an enlarged view of the part corresponding to the part D in the 2nd Embodiment of this invention. 本発明の第三実施形態におけるD部に相当する部分の拡大図である。It is an enlarged view of the part corresponding to the part D in the 3rd Embodiment of this invention. 本発明の第四実施形態におけるD部に相当する部分の拡大図である。It is an enlarged view of the part corresponding to the part D in the 4th Embodiment of this invention.

以下、本発明に係る防護壁の設置方法に関する実施形態について詳しく説明する。なお、以下に説明する実施形態は、本発明を実施するに好ましい具体例であるから、技術的に種々の限定がなされているが、本発明は、以下の説明において特に発明を限定する旨が明記されていない限り、この形態に限定されるものではない。また、説明中の上下方向とは、図4における上下方向である。なお、数値範囲を示す表現は、上限と下限を含むものである。 Hereinafter, embodiments relating to the method of installing the protective wall according to the present invention will be described in detail. Since the embodiments described below are preferable specific examples for carrying out the present invention, various technical restrictions are made, but the present invention is particularly limited in the following description. Unless otherwise stated, it is not limited to this form. Further, the vertical direction in the description is the vertical direction in FIG. The expression indicating the numerical range includes the upper limit and the lower limit.

〔第一実施形態〕
図1~図4に示すように、防護壁1は、車両が衝突したときに衝撃を受け止める部材であって、道路の延伸方向に沿って長い形状を有している。そして、防護壁1は、長手方向Xの両端に位置する内側面1a・1aにおいて、内側に溝状に窪んだ窪み部11、防護壁1の内部に位置し長手方向Xに沿って穿設された挿通孔12を有する部材である。そして、図4に示すように、防護壁1は、地面等に載置する側である底面1c側から上面1d側に至るまで、内側面1a側から視たときに段階的に又は連続して横幅が狭くなり、等脚台形を複数個組み合わせたような形状を有し、一端の内側面1aから他端の内側面1aの長さが長手方向Xとなるように形成されている。本実施形態では、防護壁1は内側面1a視で複数の等脚台形を組み合わせたような形状を有しているが、他の実施形態において、防護壁1の重心ができるだけ底面1c側に位置し短手方向Yから衝撃が加わっても転倒しないような形状であれば、種々の形状とすることができる。
[First Embodiment]
As shown in FIGS. 1 to 4, the protective wall 1 is a member that receives an impact when a vehicle collides, and has a long shape along the extending direction of the road. Then, the protective wall 1 is located inside the protective wall 1 and the recessed portion 11 having a groove shape inward on the inner side surfaces 1a and 1a located at both ends in the longitudinal direction X, and is formed along the longitudinal direction X. It is a member having an insertion hole 12. Then, as shown in FIG. 4, the protective wall 1 is stepwise or continuously viewed from the inner side surface 1a side from the bottom surface 1c side to the upper surface 1d side, which is the side to be placed on the ground or the like. The width is narrowed, the shape is like a combination of a plurality of isosceles trapezoids, and the length from the inner side surface 1a at one end to the inner side surface 1a at the other end is formed in the longitudinal direction X. In the present embodiment, the protective wall 1 has a shape like a combination of a plurality of isosceles trapezoids when viewed from the inner surface 1a, but in other embodiments, the center of gravity of the protective wall 1 is located as close to the bottom surface 1c as possible. Various shapes can be used as long as the shape does not tip over even if an impact is applied from the lateral direction Y.

また、使用する複数の防護壁1のうち、防護壁1の短手方向Yにおける外側面1bに、挿通孔12と連通して設けられた穴部13を有するものも使用する。すなわち、穴部13を有さない防護壁1と穴部13を有する防護壁1を使用する。例えば、穴部13を有さない防護壁1を3~4基並べるごとに、穴部13を有さない防護壁1を並べるようにして載置する。 Further, among the plurality of protective walls 1 to be used, those having a hole portion 13 provided in communication with the insertion hole 12 on the outer surface 1b of the protective wall 1 in the lateral direction Y is also used. That is, a protective wall 1 having no hole 13 and a protective wall 1 having a hole 13 are used. For example, every time 3 to 4 protective walls 1 having no holes 13 are arranged, the protective walls 1 having no holes 13 are arranged so as to be placed.

窪み部11は、防護壁1の両端の内側面1aに、その内側面1aの中央近傍を窪ませて設けられている。窪み部11は、スペーサー2と当接してスペーサー2を支持するように作用する。図6、図7に示すように、隣接する防護壁1・1の対向する窪み部11・11の深さの和よりも大きい径を有するスペーサー2をそれぞれの窪み部11・11に当接して介在させ、そして、隣接する防護壁1・1の対向する内側面1a・1aの間に隙間を空けて防護壁1・1を連設する。このように複数の防護壁1を順次連設することより、予め隣接する防護壁1・1の対向する内側面1a・1aの間の隙間がほぼ固定されるので、挿通孔12に線材3を挿通し固設する配線工程と、内側面1a・1aの間の隙間に固設剤4を注入する充填工程を、従来の工法で掛かっていた2週間などの長い時間を要することなく数時間~1両日中に行うことができる。本実施形態において、窪み部11は、上面1dから底面1c側の途中まで窪んで設けられているが、他の実施形態において、上面1dから底面1cに至るまで窪んで設けることもできる。また、本実施形態において、窪み部11は湾曲した略半円柱状の形状を有しており、隣接する防護壁1同士を所定の範囲内で角度の調整できるようになっているが、他の実施形態において、スペーサー2の外形に合わせてスペーサー2と当接しやすいようにする限りにおいて、角柱形状などの窪み形状とすることができる。 The recessed portion 11 is provided on the inner side surfaces 1a at both ends of the protective wall 1 by recessing the vicinity of the center of the inner side surface 1a. The recess 11 abuts on the spacer 2 and acts to support the spacer 2. As shown in FIGS. 6 and 7, a spacer 2 having a diameter larger than the sum of the depths of the opposing recesses 11 and 11 of the adjacent protective walls 1 and 1 abuts on the respective recesses 11 and 11. The protective walls 1.1 are connected so as to be interposed, and a gap is provided between the opposing inner side surfaces 1a and 1a of the adjacent protective walls 1.1. By sequentially connecting the plurality of protective walls 1 in this way, the gap between the facing inner side surfaces 1a and 1a of the adjacent protective walls 1 and 1 is substantially fixed in advance, so that the wire rod 3 is inserted in the insertion hole 12. The wiring process for inserting and fixing and the filling process for injecting the fixing agent 4 into the gap between the inner side surfaces 1a and 1a can be performed for several hours without taking a long time such as two weeks, which was required by the conventional method. It can be done within one or two days. In the present embodiment, the recessed portion 11 is provided by being recessed from the upper surface 1d to the middle of the bottom surface 1c side, but in other embodiments, the recessed portion 11 can be provided by being recessed from the upper surface 1d to the bottom surface 1c. Further, in the present embodiment, the recessed portion 11 has a curved substantially semi-cylindrical shape, and the angles of adjacent protective walls 1 can be adjusted within a predetermined range, but other In the embodiment, a recessed shape such as a prism shape can be used as long as it is easy to come into contact with the spacer 2 according to the outer shape of the spacer 2.

挿通孔12は、一の防護壁1において、一端の内側面1aから他端の内側面1aまで、細長い略円柱状に穿設されおり、線材3を防護壁1の長手方向Xに沿って挿通するための孔である。図1などに示すように、挿通孔12は、穴部13を有さない防護壁1においては一端の内側面1aから他端の内側面1aまで連続して穿設されており、穴部13を有さない防護壁1においては一端の内側面1aから他端の内側面1aまで途中で穴部13と連通する箇所では途切れて断続的に穿設されている。なお、本実施形態において、挿通孔12は、防護壁1の上下方向に並んで2本穿設されているが、他の実施形態において、穿設されている箇所、本数は複数の防護壁1を連設できる限りにおいて、水平方向に並設することも可能であるし、1つ又は3つ以上設けるなど種々変更することができる。 The insertion hole 12 is formed in one protective wall 1 in an elongated substantially columnar shape from the inner side surface 1a at one end to the inner side surface 1a at the other end, and the wire rod 3 is inserted along the longitudinal direction X of the protective wall 1. It is a hole for doing. As shown in FIG. 1 and the like, the insertion hole 12 is continuously formed from the inner side surface 1a at one end to the inner side surface 1a at the other end in the protective wall 1 having no hole portion 13, and the hole portion 13 is formed. In the protective wall 1 that does not have the above, the inner side surface 1a at one end to the inner side surface 1a at the other end are intermittently formed at a portion communicating with the hole portion 13. In this embodiment, two insertion holes 12 are bored side by side in the vertical direction of the protective wall 1, but in other embodiments, the number of the holes 12 is a plurality of protective walls 1. As long as they can be connected in series, they can be arranged side by side in the horizontal direction, or can be variously changed such as providing one or three or more.

穴部13は、使用する複数の防護壁1のうち、少なくとも2基以上に、防護壁1の短手方向Yにおける外側面1bに、略直方状の窪みとして設けられており、挿通孔12と連通している。複数の防護壁1を連設したときに、一の防護壁1の穴部13から線材3を挿通孔12に挿通して送っていき、スペーサー2のスペーサー挿通孔21及び穴部13を有さない防護壁1の挿通孔12にも挿通して、他の穴部13を有する防護壁1の穴部13からその線材3の先端部を露出させ、図3から図5に示すように、線材固定具5にて緊締して固設する。また、穴部13が、防護壁1の短手方向Yにおける外側面1bに設けられていることから、防護壁1の上面1dに設けられていることに比べ、専用の特殊なジャッキが必要でなく通常のジャッキで作業ができるなど作業の効率性が向上する。 The holes 13 are provided in at least two or more of the plurality of protective walls 1 to be used as substantially rectangular recesses on the outer surface 1b of the protective wall 1 in the lateral direction Y, and are provided with the insertion holes 12. Communicate. When a plurality of protective walls 1 are connected in series, the wire rod 3 is inserted through the insertion hole 12 from the hole 13 of one protective wall 1 and sent, and the spacer 2 has the spacer insertion hole 21 and the hole 13. The tip of the wire 3 is exposed from the hole 13 of the protective wall 1 having another hole 13 by inserting it into the insertion hole 12 of the protective wall 1 which is not provided, and as shown in FIGS. 3 to 5, the wire is exposed. Tighten and fix with the fixture 5. Further, since the hole portion 13 is provided on the outer surface 1b in the lateral direction Y of the protective wall 1, a special special jack is required as compared with the case where the hole portion 13 is provided on the upper surface 1d of the protective wall 1. Work efficiency is improved, such as being able to work with a normal jack.

貫通孔14は、防護壁1の底面1c側において短手方向Yに貫通して穿設されている。貫通孔14により、現場に設置したときに道路に流れてくる雨水などの液体を低い方に流すことができ、防護壁1で液体を堰き止めないようにすることができる。貫通孔14は、砂や小石などが詰まってしまわない程度の開口を有していることが好ましい。本実施形態において、貫通孔14は、防護壁1の底面1c側に5つ設けられているが、他の実施形態において、1本又は2本以上の複数本を設けることができる。 The through hole 14 is formed so as to penetrate in the lateral direction Y on the bottom surface 1c side of the protective wall 1. The through hole 14 allows a liquid such as rainwater that flows on the road when installed at the site to flow to the lower side, and the protective wall 1 can prevent the liquid from being blocked. The through hole 14 preferably has an opening that does not clog sand, pebbles, or the like. In the present embodiment, five through holes 14 are provided on the bottom surface 1c side of the protective wall 1, but in other embodiments, one or a plurality of two or more through holes can be provided.

内側面窪み部15は、防護壁1の内側面1aにおいて、底面1c側及び外側面1b側の角に内側面1aより段差を設けて窪んで設けられている。複数の防護壁1を配設しようとする道路などが曲がっているときに、それぞれの内側面窪み部15・15に厚みの異なる板状部材をあてがって、連設される複数の防護壁1の曲がる角度を調整することができる。 The inner side surface recessed portion 15 is provided in the inner side surface 1a of the protective wall 1 by providing a step from the inner side surface 1a at the corners on the bottom surface 1c side and the outer surface surface 1b side. When a road or the like on which a plurality of protective walls 1 are to be arranged is curved, plate-shaped members having different thicknesses are applied to the inner side surface recesses 15 and 15, and the plurality of protective walls 1 are continuously provided. The bending angle can be adjusted.

さらに、防護壁1の上面1dには、上面1dから内部に略円筒状、略角柱状などに窪んだ少なくとも1つの嵌入穴を開けておくことができる。一端に環状やフック状に形成されている吊り下げ可能な部材を嵌入穴に嵌入させて固設するより、クレーンなどの重機を用いて道路などに配設することができる。また、嵌入穴が設けられていなかったとしても、貫通孔14にワイヤーなどを挿通してクレーンなどの重機を用いて道路などに配設することもできる。 Further, at least one fitting hole recessed in a substantially cylindrical shape, a substantially prismatic shape, or the like can be formed in the upper surface 1d of the protective wall 1 from the upper surface 1d. Rather than fitting a hanging member formed in an annular shape or a hook shape at one end into a fitting hole and fixing it, it can be arranged on a road or the like using a heavy machine such as a crane. Further, even if the fitting hole is not provided, a wire or the like can be inserted through the through hole 14 and arranged on a road or the like using a heavy machine such as a crane.

防護壁1の寸法としては、設置したときの強度と運搬の容易さとの兼ね合いから、両端内側面1aの間の長さである長手方向Xが4000~6000mm、底面1cの短手方向Yが450~650mm、上面1dの短手方向Yが100~200mm、底面1cから上面1dに至る高さが800~1200mmであることが好ましい。 The dimensions of the protective wall 1 are 4000 to 6000 mm in the longitudinal direction X, which is the length between the inner side surfaces 1a at both ends, and 450 in the lateral direction Y of the bottom surface 1c, in consideration of the strength when installed and the ease of transportation. It is preferable that the height is 650 mm, the lateral direction Y of the upper surface 1d is 100 to 200 mm, and the height from the bottom surface 1c to the upper surface 1d is 800 to 1200 mm.

また、防護壁1は、砂、砂利、セメント、水などが混練され成型されたコンクリート、砂、セメント、水などが混練され成型されたモルタル、鉄など比重が1より重い材料からなっていることが好ましく、運搬の利便性や風雨に晒されても劣化しにくいという長期安定性からコンクリート又はモルタルであることがより好ましい。 Further, the protective wall 1 is made of a material having a specific gravity heavier than 1 such as concrete, which is kneaded and molded by kneading sand, gravel, cement, water, etc., mortar, which is kneaded and molded by kneading sand, cement, water, etc. Is preferable, and concrete or mortar is more preferable because of its convenience of transportation and long-term stability that it does not easily deteriorate even when exposed to wind and rain.

スペーサー2は、防護壁1と一体又は別体であり窪み部11に当接する部材である。本実施形態において、スペーサー2は、防護壁1とは別体の略円柱状として設けられており、隣接する防護壁1・1の対向する内側面1a・1aの間に隙間を設けさせる。このため、スペーサー2の直径は、隣接する防護壁1・1の対向する窪み部11・11の深さの和よりも大きい。本実施形態において、スペーサー2は、略円柱状であるが、他の実施形態において、窪み部11の形状に応じて略角柱状や略筒状とすることもできる。 The spacer 2 is a member that is integrated with or separate from the protective wall 1 and abuts on the recess 11. In the present embodiment, the spacer 2 is provided as a substantially columnar body separate from the protective wall 1, and a gap is provided between the facing inner side surfaces 1a and 1a of the adjacent protective walls 1 and 1. Therefore, the diameter of the spacer 2 is larger than the sum of the depths of the opposing recesses 11 and 11 of the adjacent protective walls 1.1. In the present embodiment, the spacer 2 is substantially cylindrical, but in other embodiments, it may be substantially prismatic or substantially cylindrical depending on the shape of the recess 11.

スペーサー2には、軸方向と垂直に貫通したスペーサー挿通孔21が穿設されている。図2、図3に示すように、スペーサー2を防護壁1の窪み部11に当接したときに、防護壁1の挿通孔12とスペーサー挿通孔21が連通するように設けることができ、線材3を折れ曲げずに真っすぐに挿通することができる。なお、本実施形態において、スペーサー挿通孔21は、スペーサー2の上下方向に並んで2本穿設されているが、他の実施形態において、防護壁1の挿通孔12の位置に応じて、水平方向に並設することも可能であるし、1つ又は3つ以上設けるなど種々変更することができる。 The spacer 2 is provided with a spacer insertion hole 21 that penetrates perpendicularly to the axial direction. As shown in FIGS. 2 and 3, when the spacer 2 comes into contact with the recess 11 of the protective wall 1, the insertion hole 12 of the protective wall 1 and the spacer insertion hole 21 can be provided so as to communicate with each other. 3 can be inserted straight without bending. In this embodiment, two spacer insertion holes 21 are formed side by side in the vertical direction of the spacer 2, but in another embodiment, the spacer insertion holes 21 are horizontal depending on the position of the insertion holes 12 of the protective wall 1. It is possible to arrange them side by side in the direction, and it is possible to make various changes such as providing one or three or more.

線材3は、複数の防護壁1を緊締するために用いられる線状の部材である。線材3としては、直径8mm以下の高強度鋼であるPC鋼線、直径10mm以上の高強度鋼であるPC鋼棒、PC鋼線を撚り合わせたPC鋼撚り線などのPC鋼材、又は炭素繊維などの材料を用いることができる。 The wire rod 3 is a linear member used for tightening a plurality of protective walls 1. The wire 3 includes a PC steel wire which is a high-strength steel having a diameter of 8 mm or less, a PC steel rod which is a high-strength steel having a diameter of 10 mm or more, a PC steel material such as a PC steel stranded wire obtained by twisting PC steel wires, or carbon fiber. Materials such as can be used.

固設剤4は、隣接する防護壁1・1の対向する内側面1a・1aの間に隙間に充填され隣接する防護壁1・1を接続する部材であり、充填するときには流動性を有するが時間の経過や冷やされることによって固形状、半固形状となる部材である。本実施形態において、固設剤4は、モルタル、セメントなどの時間の経過とともに硬くなる部材を用いるとともに、いくつかの防護壁1ごとに、応力が加わったときには変形するが応力が加わらなくなったときにも元の形状に戻るようなエラストマーとすることもできる。モルタル、セメントなどの塑性変形しない部材に加えて、エラストマーなどの塑性変形する部材も用いることで、車両が防護壁1に衝突したときにその衝撃を吸収することができる。また、モルタルを使用する場合、無収縮モルタルを用いることが好ましい。 The fixing agent 4 is a member that is filled in a gap between the opposing inner side surfaces 1a and 1a of the adjacent protective walls 1 and 1 to connect the adjacent protective walls 1 and 1, and has fluidity when filled. It is a member that becomes solid or semi-solid over time or when cooled. In the present embodiment, the fixing agent 4 uses a member such as mortar or cement that hardens with the passage of time, and when stress is applied to each of several protective walls 1, it deforms when stress is no longer applied. It can also be an elastomer that returns to its original shape. By using a plastically deformable member such as an elastomer in addition to a plastically deformable member such as mortar and cement, the impact can be absorbed when the vehicle collides with the protective wall 1. When using mortar, it is preferable to use non-shrink mortar.

線材固定具5は、線材3を緊締させた状態で防護壁1に固定する部材である。線材固定具5は、図5に示すようにテーパ孔を有する定着体51、定着体51のテーパ孔内に挿入した線材3の外周を把むようにテーパ円筒を半割状にした定着楔52などからなる。 定着楔52に線材3を挿入し、線材3を緊張した際の戻り方向の力によって定着楔52を 定着体51のテーパ孔内に引き込ませ、その際の定着楔52の半径方向の把持力によって線材3を定着させる。本実施形態において、線材固定具5は、定着体51、定着楔52などからなる部材であるが、他の実施形態において、線材3の先端に取付けられた雄螺子と、穴部13の内側に配設されその雄螺子と螺着される雌螺子からなる部材とすることもできる。 The wire rod fixing tool 5 is a member that fixes the wire rod 3 to the protective wall 1 in a tightened state. As shown in FIG. 5, the wire rod fixing tool 5 is formed from a fixing body 51 having a tapered hole, a fixing wedge 52 in which a tapered cylinder is half-split so as to grasp the outer circumference of the wire rod 3 inserted in the tapered hole of the fixing body 51, and the like. Become. The wire rod 3 is inserted into the fixing wedge 52, the fixing wedge 52 is pulled into the tapered hole of the fixing body 51 by the force in the return direction when the wire rod 3 is tense, and the gripping force in the radial direction of the fixing wedge 52 at that time causes the fixing wedge 52 to be pulled into the tapered hole. The wire rod 3 is fixed. In the present embodiment, the wire fixing tool 5 is a member composed of a fixing body 51, a fixing wedge 52, and the like, but in another embodiment, the male screw attached to the tip of the wire 3 and the inside of the hole portion 13. It can also be a member composed of a female screw that is arranged and screwed to the male screw.

次に、本実施形態において、複数の防護壁1の取り付け手順について説明する。主として、複数の防護壁1を連設する連設工程と、防護壁1の内部に線材3を挿通し固設する配線工程と、隣接する防護壁1の隙間に固設剤4を注入する充填工程からなる。 Next, in the present embodiment, the procedure for attaching the plurality of protective walls 1 will be described. Mainly, a continuous installation process in which a plurality of protective walls 1 are continuously provided, a wiring process in which a wire rod 3 is inserted and fixed inside the protective wall 1, and a filling in which the fixing agent 4 is injected into a gap between adjacent protective walls 1. It consists of processes.

まず、連設工程に関し、長手方向Xの両端に位置する内側面1a・1aのうち少なくとも一方の内側面1aにおいて内側に窪んだ窪み部11を有する一の防護壁1を、その防護壁1と別体のスペーサー2を窪み部11に当接し、そのスペーサー2の反対側に他の防護壁1の窪み部11と当接するように、他の防護壁1を載置する。隣接する防護壁1・1の対向する窪み部11・11の深さの和よりも大きい径を有するスペーサー2をそれぞれの窪み部11・11に当接して介在させていることで、隣接する内側面1a・1aの間に隙間を空けて連設している。このようにして、防護壁1を3基、4基と次々に連設させる。また、複数の防護壁1を載置するときに、図1に示すように、穴部13を有さない防護壁1を3基並べるごとに、穴部13を有さない防護壁1を並べるようにして載置していくことが好ましい。 First, regarding the continuous installation process, one protective wall 1 having a recess 11 recessed inward on at least one of the inner side surfaces 1a and 1a located at both ends in the longitudinal direction X is referred to as the protective wall 1. The separate spacer 2 is placed in contact with the recess 11 and the other protective wall 1 is placed on the opposite side of the spacer 2 so as to be in contact with the recess 11 of the other protective wall 1. By interposing a spacer 2 having a diameter larger than the sum of the depths of the opposing recesses 11 and 11 of the adjacent protective walls 1 and 1 in contact with the respective recesses 11 and 11, the adjacent inner walls 11 and 11 are adjacent to each other. It is continuously installed with a gap between the side surfaces 1a and 1a. In this way, three protective walls 1 and four protective walls 1 are connected one after another. Further, when a plurality of protective walls 1 are placed, as shown in FIG. 1, every time three protective walls 1 having no holes 13 are arranged, the protective walls 1 having no holes 13 are arranged. It is preferable to place them in this way.

そして、配線工程に関し、防護壁1の内部に位置し長手方向Xに沿って穿設された挿通孔12に、穴部13を有する一の防護壁1の穴部13から線材3の一種であるPC鋼撚り線を挿通する。そして、そのPC鋼撚り線の先端が穴部13を有する他の防護壁1の穴部13から露出するので、その先端を線材固定具5の一種である定着体51及び定着楔52にて固設する。また、穴部13が露出しないようにするために、図4に示すように、穴部13を覆い隠す広さを有する蓋部6を穴部13に覆設して外側面1bに固設する。なお、蓋部6を用いずに、穴部13をモルタルなどで埋めることもできる。 Then, regarding the wiring process, it is a kind of wire rod 3 from the hole 13 of one protective wall 1 having a hole 13 in the insertion hole 12 located inside the protective wall 1 and formed along the longitudinal direction X. Insert the PC steel stranded wire. Then, since the tip of the PC steel stranded wire is exposed from the hole 13 of the other protective wall 1 having the hole 13, the tip is fixed by the fixing body 51 and the fixing wedge 52 which are a kind of the wire fixture 5. Set up. Further, in order to prevent the hole portion 13 from being exposed, as shown in FIG. 4, a lid portion 6 having a width for covering the hole portion 13 is covered with the hole portion 13 and fixed to the outer surface 1b. .. The hole portion 13 can be filled with mortar or the like without using the lid portion 6.

そして、充填工程に関し、複数の防護壁1における連設した内側面1a・1aの隙間に固設剤4の一種である無収縮モルタルを注入する。そして、無収縮モルタルを連続して3回注入すると、次の隙間では固設剤4の一種であるエラストマーを注入するなど、適宜エラストマーも使用する。 Then, regarding the filling step, non-shrink mortar, which is a kind of fixing agent 4, is injected into the gaps between the inner side surfaces 1a and 1a which are connected to each other in the plurality of protective walls 1. Then, when the non-shrink mortar is injected three times in succession, an elastomer, which is a kind of the fixing agent 4, is injected in the next gap, and an elastomer is also used as appropriate.

配線工程及び充填工程に関し、連設工程の後に配線工程を行ってから、充填工程を行うことが好ましいが、連設工程の後に充填工程を行ってから、配線工程を行うこともできる。 Regarding the wiring step and the filling step, it is preferable to perform the wiring step after the continuous connection step and then the filling step, but it is also possible to perform the wiring step after the filling step is performed after the continuous connection step.

このような防護壁設置方法により、複数の防護壁を載置してそれらを連設させて完成させるまでの工期を大幅に短縮することができ、道路を早く開放することができる。 With such a protective wall installation method, it is possible to significantly shorten the construction period until a plurality of protective walls are placed and connected to complete them, and the road can be opened quickly.

〔第二実施形態〕
防護壁設置方法の第二実施形態は、多くの部分を第一実施形態と共通するが、防護壁1及びスペーサー2において異なる。具体的には、図8に示すように、隣接する防護壁1・1の対向する内側面1a・1aにおいて、一方には窪み部11が形成されているが、他方には防護壁1と一体となっているスペーサー2が内側面1aから突設されている。窪み部11の深さよりもスペーサー2の径あるいは突設している長手方向Xにおける長さが大きく設けられており、隣接する防護壁1・1の対向する内側面1a・1aの間に隙間を空けて隣接する防護壁1・1を連設し得る。
[Second Embodiment]
The second embodiment of the protective wall installation method has many parts in common with the first embodiment, but differs in the protective wall 1 and the spacer 2. Specifically, as shown in FIG. 8, on the opposite inner side surfaces 1a and 1a of the adjacent protective walls 1.1, a recess 11 is formed on one side, but is integrated with the protective wall 1 on the other side. The spacer 2 is projected from the inner side surface 1a. The diameter of the spacer 2 or the length in the projecting longitudinal direction X is provided to be larger than the depth of the recessed portion 11, and a gap is provided between the opposing inner side surfaces 1a and 1a of the adjacent protective walls 1 and 1. Adjacent protective walls 1.1 can be connected in series.

図8では、隣接する防護壁1・1の対向する内側面1a・1aの近傍を拡大して示しているが、一の防護壁1において、一方の内側面1aには窪み部11を設け、他方の内側面1aには防護壁1と一体となっているスペーサー2を突設することで、第一実施形態と同様に、複数の防護壁1を連設することができる。 In FIG. 8, the vicinity of the facing inner side surfaces 1a and 1a of the adjacent protective walls 1 and 1 is enlarged and shown. In one protective wall 1, a recess 11 is provided on one inner side surface 1a. By projecting the spacer 2 integrated with the protective wall 1 on the other inner side surface 1a, a plurality of protective walls 1 can be continuously provided as in the first embodiment.

連設工程後の配線工程及び充填工程に関しては、第一実施形態と同様に行うことができ、同様の作用効果を得ることができる。 The wiring step and the filling step after the continuous installation step can be performed in the same manner as in the first embodiment, and the same action and effect can be obtained.

〔第三実施形態〕
防護壁設置方法の第三実施形態は、多くの部分を第一実施形態と共通するが、防護壁1及びスペーサー2において異なる。具体的には、図9に示すように、隣接する防護壁1・1の対向する内側面1a・1aにおいて、第一実施形態や第二実施形態とは異なり、内側面1a・1aから内側に略直方体状に窪んだ窪み部11が2箇所並んで穿設されている。そして、その窪み部11に、防護壁1とは別体で棒状のスペーサー2が嵌合する。窪み部11の深さの和よりもスペーサー2の長さが大きく設けられており、隣接する防護壁1・1の対向する内側面1a・1aの間に隙間を空けて隣接する防護壁1・1を連設し得る。
[Third Embodiment]
The third embodiment of the protective wall installation method has many parts in common with the first embodiment, but differs in the protective wall 1 and the spacer 2. Specifically, as shown in FIG. 9, on the opposite inner side surfaces 1a and 1a of the adjacent protective walls 1.1, unlike the first embodiment and the second embodiment, from the inner side surfaces 1a and 1a to the inside. Two recessed portions 11 recessed in a substantially rectangular parallelepiped shape are bored side by side. Then, a rod-shaped spacer 2 is fitted in the recessed portion 11 separately from the protective wall 1. The length of the spacer 2 is larger than the sum of the depths of the recesses 11, and the adjacent protective walls 1 and 1 are adjacent to each other with a gap between the inner side surfaces 1a and 1a of the adjacent protective walls 1 and 1. 1 can be connected in succession.

図9では、隣接する防護壁1・1の対向する内側面1a・1aの近傍を拡大して示しているが、一の防護壁1において、両端の内側面1a・1aに窪み部11を設け、防護壁1とは別体の棒状のスペーサー2を設けることで、第一実施形態や第二実施形態と同様に、複数の防護壁1を連設することができる。また、本実施形態において、スペーサー2として棒状の形状を有しているが、隣接する防護壁1・1の対向する内側面1a・1aの間に隙間を空けるために所定以上の厚みを有する板状部材、球状部材、直方状部材などを用いて、隣接する防護壁1・1の対向する内側面1a・1aの間に介在させることなどもできる。また、防護壁1と別体である棒状のスペーサー2について、対向する内側面1aの窪み部11と対応するように、防護壁1の内側面1aから同様な形状に突出して一体として形成されていてもよい。 In FIG. 9, the vicinity of the facing inner side surfaces 1a and 1a of the adjacent protective walls 1 and 1 is enlarged and shown, but in one protective wall 1, recesses 11 are provided on the inner side surfaces 1a and 1a at both ends. By providing the rod-shaped spacer 2 separate from the protective wall 1, a plurality of protective walls 1 can be continuously provided as in the first embodiment and the second embodiment. Further, in the present embodiment, the spacer 2 has a rod-like shape, but is a plate having a thickness equal to or greater than a predetermined value in order to leave a gap between the facing inner side surfaces 1a and 1a of the adjacent protective walls 1 and 1. It is also possible to use a shaped member, a spherical member, a rectangular member, or the like to intervene between the facing inner side surfaces 1a and 1a of the adjacent protective walls 1 and 1. Further, the rod-shaped spacer 2 which is a separate body from the protective wall 1 is integrally formed so as to project from the inner side surface 1a of the protective wall 1 in a similar shape so as to correspond to the recessed portion 11 of the opposite inner side surface 1a. You may.

連設工程後の配線工程及び充填工程に関しては、配線工程を先に行い充填工程をその後に行うこと以外は、第一実施形態や第二実施形態と同様に行うことができ、同様の作用効果を得ることができる。 Regarding the wiring process and the filling process after the continuous installation process, the wiring process can be performed in the same manner as in the first embodiment and the second embodiment except that the wiring process is performed first and the filling process is performed after that. Can be obtained.

〔第四実施形態〕
防護壁設置方法の第四実施形態は、多くの部分を第一実施形態と共通するが、防護壁1の内側面1a及びスペーサー2において異なる。具体的には、図10に示すように、隣接する防護壁1・1の対向する内側面1a・1aにおいて、第一実施形態から第三実施形態とは異なり、内側面1a・1aにはそもそも窪み部11に相当する窪みが存在せず、内側面1a・1aにおける外側面1b・1b側に、防護壁1とは別体で棒状のスペーサー2・2が当接する。スペーサー2が所定の大きさを有しており、隣接する防護壁1・1の対向する内側面1a・1aの間に隙間を空けて隣接する防護壁1・1を連設し得る。
[Fourth Embodiment]
The fourth embodiment of the protective wall installation method has many parts in common with the first embodiment, but differs in the inner side surface 1a and the spacer 2 of the protective wall 1. Specifically, as shown in FIG. 10, on the opposite inner side surfaces 1a and 1a of the adjacent protective walls 1.1, unlike the first to third embodiments, the inner side surfaces 1a and 1a are originally. There is no dent corresponding to the dent portion 11, and the rod-shaped spacers 2 and 2 separate from the protective wall 1 abut on the outer surfaces 1b and 1b on the inner side surfaces 1a and 1a. The spacer 2 has a predetermined size, and adjacent protective walls 1 and 1 can be continuously provided with a gap between the opposing inner side surfaces 1a and 1a of the adjacent protective walls 1 and 1.

図10では、隣接する防護壁1・1の対向する内側面1a・1aの近傍を拡大して示しているが、一の防護壁1において、両端の内側面1a・1aに窪み部11を設けず、防護壁1とは別体の棒状のスペーサー2を設けることで、第一実施形態から第三実施形態と同様に、複数の防護壁1を連設することができる。また、本実施形態において、スペーサー2として紙面の前後方向に細長い棒状の形状を有しているが、隣接する防護壁1・1の対向する内側面1a・1aの間に隙間を空けるために所定以上の厚みを有する板状部材、球状部材、直方状部材などを用いて、隣接する防護壁1・1の対向する内側面1a・1aの間に介在させることなどもできる。また、防護壁1と別体である棒状のスペーサー2について、防護壁1の内側面1aから同様な形状に突出して一体として形成されていてもよい。さらに、防護壁1の内側面1aに別体の棒状のスペーサー2を当接することに加えて、第三実施形態のように両端の内側面1a・1aに窪み部11とその窪み部11に当接する異なるスペーサーを付加することもできる。 In FIG. 10, the vicinity of the facing inner side surfaces 1a and 1a of the adjacent protective walls 1 and 1 is enlarged and shown, but in one protective wall 1, recesses 11 are provided on the inner side surfaces 1a and 1a at both ends. Instead, by providing the rod-shaped spacer 2 separate from the protective wall 1, a plurality of protective walls 1 can be continuously provided as in the first to third embodiments. Further, in the present embodiment, the spacer 2 has an elongated rod-like shape in the front-rear direction of the paper surface, but is predetermined in order to leave a gap between the facing inner side surfaces 1a and 1a of the adjacent protective walls 1 and 1. It is also possible to use a plate-shaped member, a spherical member, a rectangular member, or the like having the above thickness to intervene between the facing inner side surfaces 1a and 1a of the adjacent protective walls 1 and 1. Further, the rod-shaped spacer 2 which is separate from the protective wall 1 may be integrally formed by projecting from the inner side surface 1a of the protective wall 1 in a similar shape. Further, in addition to abutting the separate rod-shaped spacer 2 on the inner side surface 1a of the protective wall 1, the recessed portion 11 and the recessed portion 11 are hit on the inner surface surfaces 1a and 1a at both ends as in the third embodiment. It is also possible to add different spacers in contact.

連設工程後の配線工程及び充填工程に関しては、配線工程を先に行い充填工程をその後に行うこと以外は、第一実施形態から第三実施形態と同様に行うことができ、同様の作用効果を得ることができる。 Regarding the wiring process and the filling process after the continuous installation process, the wiring process can be performed in the same manner as in the first to third embodiments except that the wiring process is performed first and the filling process is performed after that. Can be obtained.

1・・・防護壁
11・・・窪み部
12・・・挿通孔
13・・・穴部
14・・・貫通孔
15・・・内側面窪み部
1a・・・内側面
1b・・・外側面
1c・・・底面
1d・・・上面
2・・・スペーサー
21・・・スペーサー挿通孔
3・・・線材
4・・・固設剤
5・・・線材固定具
51・・・定着体
52・・・定着楔
6・・・蓋部
1 ... Protective wall 11 ... Recessed portion 12 ... Insertion hole 13 ... Hole portion 14 ... Through hole 15 ... Inner side surface recessed portion 1a ... Inner side surface 1b ... Outer surface 1c ... Bottom surface 1d ... Top surface 2 ... Spacer 21 ... Spacer insertion hole 3 ... Wire rod 4 ... Fixture 5 ... Wire rod fixture 51 ... Fixture 52 ...・ Fixture wedge 6 ・ ・ ・ Cover

Claims (7)

複数の防護壁における長手方向の両端に位置する内側面又は前記内側面のうち少なく とも一方の内側面において内側に窪んだ略半円柱状の窪み部と、前記防護壁と一体又 は別体の略円柱状のスペーサーを当接するとともに隣接する前記内側面の間に隙間を 空けて複数の防護壁を連設する連設工程と、
前記防護壁の内部に位置し長手方向に沿って穿設された挿通孔に線材を挿通し固設す る配線工程と、
複数の前記防護壁における連設した前記内側面の隙間に固設剤を注入する充填工程を 備えることを特徴とする防護壁設置方法。
A substantially semi-cylindrical recess that is recessed inward on the inner surface located at both ends in the longitudinal direction of a plurality of protective walls or at least one of the inner surfaces thereof, and an integral or separate body of the protective wall. A continuous installation process in which a substantially columnar spacer is abutted and a plurality of protective walls are continuously installed with a gap between the adjacent inner side surfaces.
A wiring process in which a wire rod is inserted and fixed through an insertion hole located inside the protective wall and formed along the longitudinal direction.
A method for installing a protective wall, which comprises a filling step of injecting a fixing agent into a gap between the inner side surfaces of the plurality of protective walls.
前記連設工程において、複数の前記防護壁のうち少なくとも2基以上の前記防護壁の 短手方向における外側面に、前記挿通孔と連通する穴部が設けられて、前記穴部から 前記線材を挿通して固設することを特徴とする請求項1に記載の防護壁設置方法。 In the communication step, at least two or more of the protective walls are provided with holes communicating with the insertion holes on the outer surface of the protective walls in the lateral direction, and the wire rod is provided from the holes. The protective wall installation method according to claim 1, wherein the protective wall is inserted and fixed. 前記固設剤が、モルタル及びエラストマーからの少なくとも一種であることを特徴と する請求項1又は請求項2に記載の防護壁設置方法。 The protective wall installation method according to claim 1 or 2, wherein the fixing agent is at least one from mortar and elastomer. 長手方向に連設された複数の防護壁と、Multiple protective walls connected in the longitudinal direction,
前記防護壁と一体又は別体であって、前記防護壁における長手方向の両端に位置するIt is integrated with or separate from the protective wall and is located at both ends in the longitudinal direction of the protective wall. 内側面又は前記内側面のうち少なくとも一方の内側面において内側に窪んだ略半円柱A substantially semi-cylinder recessed inward on the inner surface or at least one of the inner surfaces. 状の窪み部に当接して、隣接する前記内側面の間に隙間を空けている略円柱状のスペA substantially columnar space that is in contact with the shaped recess and has a gap between the adjacent inner side surfaces. ーサーと、-Sir and
前記防護壁の内部に位置し長手方向に沿って穿設された挿通孔に挿通され固設されたIt was inserted into an insertion hole located inside the protective wall and drilled along the longitudinal direction and fixed. 線材と、With wire
隣接する前記内側面の間に空けられた隙間に注入された固設剤を備える連続防護壁。A continuous protective wall with a fixing agent injected into a gap created between adjacent inner surfaces.
複数の前記防護壁のうち少なくとも2基以上の前記防護壁の短手方向における外側面 に、前記挿通孔と連通する穴部が設けられていることを特徴とする請求項4に記載の 連続防護壁。 The continuous protection according to claim 4, wherein at least two or more of the protective walls are provided with holes communicating with the insertion holes on the outer surface of the protective walls in the lateral direction. Wall. 前記防護壁の底面側において短手方向に穿設された貫通孔を有することを特徴とする 請求項4又は請求項5に記載の連続防護壁。 The continuous protective wall according to claim 4 or 5, wherein the protective wall has a through hole formed in the lateral direction on the bottom surface side of the protective wall. 前記防護壁の前記内側面において、底面側及び前記防護壁の短手方向における外側面 側の角に前記内側面より段差を設けて窪んで設けられた内側面窪み部を有することを 特徴とする請求項4から請求項6のいずれか一つに記載の連続防護壁。 The inner side surface of the protective wall is characterized by having an inner side surface recessed portion provided with a step from the inner side surface at a corner on the bottom surface side and the outer surface side in the lateral direction of the protective wall. The continuous protective wall according to any one of claims 4 to 6.
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JP2008095363A (en) 2006-10-11 2008-04-24 Fair Design:Kk Guard fence
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