JP3049763U - Natural stone revetment block for steep slope - Google Patents

Natural stone revetment block for steep slope

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Publication number
JP3049763U
JP3049763U JP1997011460U JP1146097U JP3049763U JP 3049763 U JP3049763 U JP 3049763U JP 1997011460 U JP1997011460 U JP 1997011460U JP 1146097 U JP1146097 U JP 1146097U JP 3049763 U JP3049763 U JP 3049763U
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JP
Japan
Prior art keywords
natural
natural stone
lattice
reinforcing
stones
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP1997011460U
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Japanese (ja)
Inventor
昌司 行本
卓生 行本
Original Assignee
卓生 行本
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Application filed by 卓生 行本 filed Critical 卓生 行本
Priority to JP1997011460U priority Critical patent/JP3049763U/en
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Publication of JP3049763U publication Critical patent/JP3049763U/en
Anticipated expiration legal-status Critical
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Abstract

(57)【要約】 【課題】 多段式かごマット等に比べて法面に安価に
効率的に構築でき、法面に安定した状態に構築でき、
自然景観に優れた生態系保全機能を発揮できる急勾配
用自然石護岸ブロックを提供する点にある。 【解決手段】 鉄筋1を格子状に組付けて構成した鉄筋
格子状枠体Aと同鉄筋格子状枠体Aに沿って配設した複
数個の自然石3とをアンカー金具2により自然石3の安
定を図り且つ自然石3の回転等を防止するように一体的
に結合する(請求項1)。その際、鉄筋格子状枠体Aの
下方に複数個の自然石3を配設し、鉄筋格子状枠体Aの
自然石取付け部における縦横方向の2個所に一対のアン
カー金具2の一端部2aを装着して、各アンカー金具2
の他端部2cを各自然石3に穿設した一対の連結孔4に
挿入し、同各連結孔4に凝固剤5を充填して、鉄筋格子
状枠体Aと各自然石3とを一体的に結合する(請求項
2)。
(57) [Summary] [Problem] Compared with a multi-stage car mat or the like, a slope can be constructed efficiently and inexpensively on a slope, and can be constructed in a stable state on a slope.
It is an object of the present invention to provide a natural stone revetment block for steep slopes that can exhibit an ecosystem preservation function excellent in natural scenery. SOLUTION: A reinforcing stone lattice frame A constructed by assembling reinforcing bars 1 in a lattice shape and a plurality of natural stones 3 arranged along the reinforcing steel lattice frame A are anchored with a natural stone 3 by an anchor 2. Of the natural stones 3 and prevent the natural stones 3 from rotating. At this time, a plurality of natural stones 3 are disposed below the reinforcing bar lattice-shaped frame A, and one end 2a of a pair of anchor fittings 2 is provided at two locations in the vertical and horizontal directions at the natural stone mounting portion of the reinforcing bar lattice-shaped frame A. And attach each anchor 2
Is inserted into a pair of connection holes 4 drilled in each natural stone 3, and each of the connection holes 4 is filled with a coagulant 5 so that the rebar lattice frame A and each natural stone 3 They are integrally joined (claim 2).

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【考案の属する技術分野】[Technical field to which the invention belongs]

本考案は、主として急勾配の法面に適用する急勾配用自然石護岸ブロックに関 するものである。 The present invention mainly relates to a natural stone revetment block for a steep slope applied to a steep slope.

【0002】[0002]

【従来の技術】[Prior art]

従来、急勾配の法面は、図5に示す練石積護岸工法や図6に示すブロック積護 岸工法で施工することが多い。 Conventionally, steep slopes are often constructed by the consolidation embankment method shown in Fig. 5 or the block embankment method shown in Fig. 6.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the invention]

しかしながら前記護岸工法により施工すると、法面がコンクリートブロック等 により覆われるので、自然景観を損ない、背面地山との生態系を乱す。これらの 護岸工法は、施工が著しく煩雑で、多くの手間と時間とを要するという問題があ った。 However, if the revetment method is applied, the slope will be covered with concrete blocks, etc., which will impair the natural landscape and disrupt the ecosystem with the back ground. These revetment methods had the problem that the construction was extremely complicated and required much labor and time.

【0004】 本考案は前記の問題点に鑑み提案するものであり、その目的とする処は、多 段式かごマット等に比べて急勾配の法面に安価に効率的に構築でき、急勾配の 法面に安定した状態に構築でき、自然景観に優れた生態系保全機能を発揮でき る急勾配用自然石護岸ブロックを提供しようとする点にある。[0004] The present invention is proposed in view of the above problems, and its object is to construct a steep slope inexpensively and efficiently as compared with a multi-stage car mat, etc. The aim is to provide a natural stone revetment block for steep slopes that can be constructed in a stable state on the slopes and that can exert an ecological conservation function that is excellent in natural scenery.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

前記の目的を達成するために、本考案の急勾配用自然石護岸ブロックは、鉄筋 を格子状に組付けて構成した鉄筋格子状枠体と同鉄筋格子状枠体に沿って配設し た複数個の自然石とをアンカー金具により自然石の安定を図り且つ自然石の回転 等を防止するように一体的に結合している(請求項1)。 In order to achieve the above-mentioned object, the natural stone revetment block for steep slopes of the present invention is arranged along a reinforcing bar lattice frame constituted by assembling reinforcing bars in a lattice shape. A plurality of natural stones are integrally connected with each other by anchors to stabilize the natural stones and prevent the natural stones from rotating.

【0006】 また前記請求項1に記載の急勾配用自然石護岸ブロックにおいて、鉄筋格子状 枠体の下方に複数個の自然石を配設し、同鉄筋格子状枠体の自然石取付け部にお ける縦横方向の2個所に一対のアンカー金具の一端部を装着して、同各アンカー 金具の他端部を前記各自然石に穿設した一対の連結孔に挿入し、同各連結孔に凝 固剤を充填して、前記鉄筋格子状枠体と前記各自然石とを一体的に結合している (請求項2)。In the natural stone revetment block for steep slope according to the first aspect, a plurality of natural stones are arranged below the reinforcing bar lattice-shaped frame, and the natural stone is attached to the natural stone mounting portion of the reinforcing bar lattice-shaped frame. One end of a pair of anchors is attached to two locations in the vertical and horizontal directions, and the other end of each anchor is inserted into a pair of connection holes formed in the natural stone. A coagulant is filled to integrally connect the rebar lattice-like frame and the natural stones (claim 2).

【0007】[0007]

【考案の実施の形態】[Embodiment of the invention]

次に本考案の急勾配用自然石護岸ブロックを図面に示す実施例により説明する 。 Aは鉄筋格子状枠体で、同鉄筋格子状枠体Aは、鉄筋1を格子状に組み合わせ て構成されている。 Next, the steep natural stone revetment block of the present invention will be described with reference to an embodiment shown in the drawings. A is a rebar lattice-shaped frame, and the rebar lattice-shaped frame A is configured by combining rebars 1 in a lattice shape.

【0008】 2はアンカー金具で、同アンカー金具2は、図3に示すように、一対のU字状 一端部2aと、同各U字状一端部2aから直線状に延びた両側部2bと、同両側 部2bの他端に形成したU字状他端部2cとにより構成されている。 3は複数個の自然景観保全用自然石で、同各自然石3には、一対の連結孔4が 穿設されている。As shown in FIG. 3, reference numeral 2 denotes an anchor. The anchor 2 includes a pair of U-shaped ends 2a, and both sides 2b extending linearly from each of the U-shaped ends 2a. And a U-shaped other end 2c formed at the other end of the both sides 2b. Reference numeral 3 denotes a plurality of natural stones for preserving natural scenery. Each natural stone 3 has a pair of connection holes 4 formed therein.

【0009】 本実施例の場合には、自然石3が6個あり、これが前記鉄筋格子状枠体Aの下 方に2列に配設される。そして同鉄筋格子状枠体Aの自然石取付け部における縦 横方向の2個所に一対のアンカー金具2の一端部2aが装着されて、同各アンカ ー金具2の他端部2cが各自然石3に穿設された一対の連結孔4に挿入され、同 各連結孔4に凝固剤5が充填されて、鉄筋格子状枠体Aと各自然石3とが一体的 に結合される。In the case of the present embodiment, there are six natural stones 3, which are arranged in two rows below the reinforcing grid frame A. One end 2a of a pair of anchor fittings 2 is attached to two places in the vertical and horizontal directions of the natural stone mounting portion of the rebar lattice frame A, and the other end 2c of each anchor fitting 2 is attached to each natural stone. Each of the connecting holes 4 is filled with a coagulant 5 so that the reinforcing bar lattice-shaped frame A and each natural stone 3 are integrally connected.

【0010】 図4は本考案の自然石護岸ブロックを急勾配の法面に擁壁として設置した状態 を示す縦断側面図である。図4のように自然石護岸ブロックが法面の急勾配に沿 って上下多段に設置されて、急勾配の法面が自然景観保全用自然石3により被覆 される。その際、鉄筋格子状枠体Aは、鉄筋1を格子状に組付けて構成されてい るので、裏栗石6が鉄筋1間の空隙部に入り込んで、自然石3と裏栗石6とが直 接かみ合うことになる。FIG. 4 is a vertical side view showing a state in which the natural stone revetment block of the present invention is installed as a retaining wall on a steep slope. As shown in Fig. 4, natural stone revetment blocks are installed in multiple stages along the steep slope, and the steep slope is covered with natural stones 3 for natural scenery conservation. At this time, since the reinforcing bar lattice-shaped frame A is configured by assembling the reinforcing bars 1 in a grid shape, the back stones 6 enter the gaps between the reinforcing bars 1 and the natural stones 3 and the back stones 6 are straightened. Will be engaged.

【0011】 図4の7は吸出防止剤である。[0011] Reference numeral 7 in FIG.

【0012】[0012]

【考案の効果】[Effect of the invention]

本考案の急勾配用自然石護岸ブロックは請求項1に記載したように鉄筋を格子 状に組付けて構成した鉄筋格子状枠体と同鉄筋格子状枠体に沿って配設した複数 個の自然石とをアンカー金具により自然石の安定を図り且つ自然石の回転等を防 止するように一体的に結合する。その際、請求項2に記載したように鉄筋格子状 枠体の下方に複数個の自然石を配設し、同鉄筋格子状枠体の自然石取付け部にお ける縦横方向の2個所に一対のアンカー金具の一端部を装着して、同各アンカー 金具の他端部を前記各自然石に穿設した一対の連結孔に挿入し、同各連結孔に凝 固剤を充填して、鉄筋格子状枠体と各自然石とを一体的に結合するので、複数個 の自然石例えば6個の自然石を1単位として施工でき、施工が簡単で、多段式か ごマット等に比べて急勾配の法面に安価に効率的に構築できる。 The steep natural stone revetment block according to the present invention is, as described in claim 1, a reinforcing bar lattice frame constituted by assembling reinforcing bars in a grid and a plurality of reinforcing bars arranged along the reinforcing bar lattice frame. The natural stone is integrated with the anchor so as to stabilize the natural stone and prevent the natural stone from rotating, etc. At this time, a plurality of natural stones are arranged below the reinforcing bar lattice-shaped frame as described in claim 2, and a pair of natural stones are provided at two locations in the vertical and horizontal directions at the natural stone mounting portion of the reinforcing bar lattice-shaped frame. Attach one end of the anchor fitting, insert the other end of each anchor fitting into a pair of connection holes drilled in each natural stone, fill each connection hole with a coagulant, Since the lattice-shaped frame and each natural stone are integrally joined, it is possible to construct multiple natural stones, for example, 6 natural stones, as one unit, which is easy to construct and is faster than multi-stage car mats. Inexpensive and efficient construction on the slope of the slope.

【0013】 また鉄筋を格子状に組付けて鉄筋格子状枠体にしたので、裏栗石を鉄筋間の空 隙部に入り込ませて、自然石と裏栗石とを直接かみ合わせることができて、急勾 配の法面に安定した状態に構築できる。 また自然石間の空隙部が背面土と通じるので、自然景観に優れた生態系保全機 能を発揮できる。[0013] Further, since the reinforcing bars are assembled in a grid shape to form a reinforcing grid frame, the back rock is inserted into the gap between the reinforcing bars, so that the natural stone can be directly engaged with the back rock. It can be constructed in a stable state on a steep slope. In addition, since the gap between natural stones communicates with the back soil, it is possible to demonstrate an ecosystem conservation function that is excellent for natural scenery.

【図面の簡単な説明】[Brief description of the drawings]

【図1】(a)は本考案の急勾配用自然石護岸ブロック
の一実施例を示す背面図、(b)はその正面図、(c)
はその縦断側面図である。
FIG. 1A is a rear view showing an embodiment of a natural stone revetment block for steep slopes according to the present invention, FIG. 1B is a front view thereof, and FIG.
Is a longitudinal side view thereof.

【図2】同自然石護岸ブロックの一部を拡大して示す縦
断側面図である。
FIG. 2 is a longitudinal sectional side view showing an enlarged part of the natural stone revetment block.

【図3】(a)はアンカー金具を示す側面図、(b)は
その正面図である。
FIG. 3A is a side view showing an anchor fitting, and FIG. 3B is a front view thereof.

【図4】同自然石護岸ブロックを急勾配の法面に擁壁と
して設置した状態を示す縦断側面図である。
FIG. 4 is a vertical sectional side view showing a state where the natural stone revetment block is installed as a retaining wall on a steep slope.

【図5】従来の煉瓦積護岸工法を示す縦断側面図であ
る。
FIG. 5 is a vertical cross-sectional side view showing a conventional brick embankment method.

【図6】従来のブロック積護岸工法を示す縦断側面図で
ある。
FIG. 6 is a vertical sectional side view showing a conventional block embankment method.

【符号の説明】[Explanation of symbols]

A 鉄筋格子状枠体 1 鉄筋 2 アンカー金具 2a アンカー金具2の一端部 2b アンカー金具2の両側部 2c アンカー金具2の他端部 3 自然景観保全用自然石 4 連結孔 5 凝固剤 6 裏栗石 7 吸出防止剤 A Reinforcement lattice frame 1 Reinforcement 2 Anchor fitting 2a One end of anchor fitting 2b Both sides of anchor fitting 2c Other end of anchor fitting 2 3 Natural stone for natural scenery preservation 4 Connecting hole 5 Coagulant 6 Back chestnut stone 7 Suction inhibitor

Claims (2)

【実用新案登録請求の範囲】[Utility model registration claims] 【請求項1】 鉄筋を格子状に組付けて構成した鉄筋格
子状枠体と同鉄筋格子状枠体に沿って配設した複数個の
自然石とをアンカー金具により自然石の安定を図り且つ
自然石の回転等を防止するように一体的に結合したこと
を特徴とする急勾配用自然石護岸ブロック。
A stabilization of natural stones is achieved by anchoring a reinforcing steel lattice frame constituted by assembling reinforcing bars in a lattice shape and a plurality of natural stones arranged along the reinforcing steel lattice frame. A natural stone revetment block for steep slopes, which is integrally connected to prevent rotation of natural stones.
【請求項2】 前記鉄筋格子状枠体の下方に複数個の自
然石を配設し、同鉄筋格子状枠体の自然石取付け部にお
ける縦横方向の2個所に一対のアンカー金具の一端部を
装着して、同各アンカー金具の他端部を前記各自然石に
穿設した一対の連結孔に挿入し、同各連結孔に凝固剤を
充填して、前記鉄筋格子状枠体と前記各自然石とを一体
的に結合した請求項1に記載の急勾配用自然石護岸ブロ
ック。
2. A plurality of natural stones are arranged below the reinforcing grid frame, and one end of a pair of anchors is provided at two locations in the vertical and horizontal directions of the natural stone mounting portion of the reinforcing grid frame. Attached, the other end of each anchor fitting is inserted into a pair of connection holes drilled in each natural stone, each connection hole is filled with a coagulant, and the reinforcing grid frame and each The natural stone revetment block for steep slope according to claim 1, wherein the natural stone is integrally connected with the natural stone.
JP1997011460U 1997-12-15 1997-12-15 Natural stone revetment block for steep slope Expired - Lifetime JP3049763U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1997011460U JP3049763U (en) 1997-12-15 1997-12-15 Natural stone revetment block for steep slope

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1997011460U JP3049763U (en) 1997-12-15 1997-12-15 Natural stone revetment block for steep slope

Publications (1)

Publication Number Publication Date
JP3049763U true JP3049763U (en) 1998-06-26

Family

ID=43183994

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1997011460U Expired - Lifetime JP3049763U (en) 1997-12-15 1997-12-15 Natural stone revetment block for steep slope

Country Status (1)

Country Link
JP (1) JP3049763U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0626767U (en) * 1992-09-09 1994-04-12 株式会社シゲル工業 Barber scissors
JP3527461B2 (en) 2000-05-16 2004-05-17 南越建設工業株式会社 Masonry wall construction method by empty loading

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0626767U (en) * 1992-09-09 1994-04-12 株式会社シゲル工業 Barber scissors
JP3527461B2 (en) 2000-05-16 2004-05-17 南越建設工業株式会社 Masonry wall construction method by empty loading

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