JPH0513780Y2 - - Google Patents

Info

Publication number
JPH0513780Y2
JPH0513780Y2 JP152589U JP152589U JPH0513780Y2 JP H0513780 Y2 JPH0513780 Y2 JP H0513780Y2 JP 152589 U JP152589 U JP 152589U JP 152589 U JP152589 U JP 152589U JP H0513780 Y2 JPH0513780 Y2 JP H0513780Y2
Authority
JP
Japan
Prior art keywords
slope
block
anchor
concrete
annular wall
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
JP152589U
Other languages
Japanese (ja)
Other versions
JPH0293350U (en
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP152589U priority Critical patent/JPH0513780Y2/ja
Publication of JPH0293350U publication Critical patent/JPH0293350U/ja
Application granted granted Critical
Publication of JPH0513780Y2 publication Critical patent/JPH0513780Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は法面の土の崩壊を防止するとともに、
その法面を自然の草木にて緑化できる法枠用コン
クリートブロツクに関する。
[Detailed description of the invention] (Field of industrial application) This invention prevents the collapse of soil on slopes, and
This invention relates to a concrete block for a slope that can be used to green the slope with natural plants.

(従来の技術) 一般に道路や鉄道を敷設する際に地山を掘削し
て形成される法面や、傾斜地における宅地等の土
地造成に際しての法面等の崩壊防止に、プレキヤ
ストコンクリートブロツクを使用した法枠が多く
使用されている。
(Conventional technology) Precast concrete blocks are used to prevent the collapse of slopes, which are generally formed by excavating the ground when constructing roads and railways, and when creating land for housing on slopes. Many legal frameworks are used.

この種の従来の法枠は角柱状や十字状をしたプ
レキヤストコンクリートブロツクを現場にて互い
に格子状に連結し、法面全体を覆うようにしてお
り、また最近においては、十字状のコンクリート
ブロツクを地中アンカーによつて固定する方法が
採られつつある。
This type of conventional slope framework consists of prismatic or cross-shaped precast concrete blocks that are connected to each other in a grid pattern on site to cover the entire slope. A method of fixing the ground using underground anchors is being adopted.

この種の法枠は広面積の法面に対する擁壁には
経済的に有利であり、また法枠内は地面を露出さ
せることができるため緑化も可能であり、この緑
化には従来、法枠内にネツトを張り、これに種子
入りの土を保持させたり、種子入りのマツトを法
枠内に嵌めこんだりしたものが多数開発されてい
る。
This type of slope is economically advantageous for retaining walls on large slopes, and the ground can be exposed within the slope, making greening possible. A number of methods have been developed in which nets are stretched inside to hold soil containing seeds, or pine trees containing seeds are inserted into the framework.

しかし、近年、山間部における道路等の敷設が
大がかりとなり、急斜面で広面積の掘削法面を保
護する必要が生じている。このため従来の法枠で
は、土砂が法枠内の空間部から流失してしまうた
め、法面全面を板状のプレキヤストブロツクにて
被覆するか、あるいは法枠内の空間部内にコンク
リートをはめ込んだり、場所打ちコンクリートを
打設したりして法面全体を被覆した擁壁としてい
る。
However, in recent years, the construction of roads in mountainous areas has become more and more extensive, and it has become necessary to protect large areas of excavated slopes on steep slopes. For this reason, with conventional slope frames, the earth and sand wash away from the spaces within the slope, so it is necessary to cover the entire slope with plate-shaped precast blocks, or to fit concrete into the spaces within the slope. The retaining wall covers the entire slope by pouring cast-in-place concrete.

(考案が解決しようとする課題) このような従来の急傾斜法面の全面をプレキヤ
ストブロツクあるいは場所打ちコンクリートによ
つて被覆すると、緑化できず、広面積のコンクリ
ート擁壁がむき出しになり著しく景観を損ねると
いう問題があつた。
(Problem that the invention aims to solve) If the entire surface of such a conventional steep slope is covered with precast blocks or cast-in-place concrete, it will not be possible to create greenery, and a large area of the concrete retaining wall will be exposed, resulting in an extremely unsightly landscape. There was a problem with the loss of .

本考案はこのような問題にかんがみ、広面積で
急傾斜の法面を経済的に保護することができ、し
かも自然の草木による緑化も可能な法枠用コンク
リートブロツクの提供を目的としたものである。
In view of these problems, the present invention aims to provide concrete blocks for legal frameworks that can economically protect steep slopes over large areas, and also allow greening with natural plants. be.

(課題を解決するための手段) 上述の如き従来の問題を解決し、所期の目的を
達成するための本考案の法枠用コンクリートブロ
ツクの特徴は、中心部分より放射状に複数本の腕
部を突出させたブロツク本体部と、該ブロツク本
体部の周囲を囲む配置に前記各腕部の先端に一体
化させた環状壁部とを備え、前記ブロツク本体部
の中心部分に地中アンカー引張材を貫通させて定
着するアンカー定着部を備えたことにある。
(Means for Solving the Problem) The concrete block for legal framework of the present invention, which solves the above-mentioned conventional problems and achieves the intended purpose, is characterized by a plurality of arms radiating from the center part. The block body has a protruding block body, and an annular wall integrally formed at the tip of each arm so as to surround the block body, and an underground anchor tension member is provided at the center of the block body. The anchor is provided with an anchor fixing part that penetrates and fixes the anchor.

(作用) この法枠用コンクリートブロツクは使用に際
し、互いに隣り合うもの間において、各環状壁部
間を連結させ、法面上に多数並べて設置し、各ブ
ロツクのアンカー定着部に、法面の地盤中に埋設
した地中アンカーの引張線材を挿通して定着させ
ることにより法面に固定する。
(Function) When using this concrete block for a slope, connect each annular wall between adjacent ones, install a large number of blocks side by side on a slope, and attach the anchor anchor part of each block to the ground of the slope. It is fixed to the slope by inserting and fixing the tension wire of the underground anchor buried inside.

これによつて、法面は、ブロツク本体部の各腕
部及び環状壁部によつて囲まれる多数の小窓があ
けられた状態で網目状に覆われ、急傾斜法面の土
砂の流失が防止される。
As a result, the slope is covered with a mesh-like structure with many small windows surrounded by the arms of the block body and the annular wall, and the soil on the steep slope is prevented from washing away. Prevented.

(実施例) 次に本考案の実施例を図面について説明する。
第1図〜第5図において、1は本考案に係る法枠
用コンクリートブロツクである。このブロツク1
は、中心部分2より4本の腕部3,3……を十字
状に突出させたブロツク本体部4と、上記各腕部
3の先端が内周面に一体に連結され、ブロツク本
体部4の周囲を囲む配置の円形をした環状壁部5
とから構成されている。
(Example) Next, an example of the present invention will be described with reference to the drawings.
In FIGS. 1 to 5, reference numeral 1 indicates a concrete block for a legal frame according to the present invention. This block 1
The block main body part 4 has four arm parts 3, 3, . A circular annular wall portion 5 arranged to surround the periphery of
It is composed of.

ブロツク本体部4の各腕部3は、その上面3a
の先端側が低くなるように傾斜され、かつ両側面
3b,3bが先細りのテーパー状をなしている。
ブロツク本体部3の中心部分には、その表面側中
心を凹ませてアンカー定着部6が設けられてお
り、そのアンカー定着部6の中心部分に裏面側に
貫通開口にさせてアンカー引張材挿通孔7が設け
られている。
Each arm 3 of the block main body 4 has its upper surface 3a
is inclined so that the tip side thereof is lowered, and both side surfaces 3b, 3b have a tapered shape.
An anchor fixing part 6 is provided in the center of the block main body part 3 by recessing the center of the front side thereof, and an anchor tensioning material insertion hole is formed in the center part of the anchor fixing part 6 with a through opening on the back side. 7 is provided.

一方環状壁部5は、上縁がブロツク本体部4の
中心部分2の上面より高く、かつ、下縁がブロツ
ク本体部2の下面より低く成形されている。
On the other hand, the annular wall 5 has an upper edge higher than the upper surface of the center portion 2 of the block body 4 and a lower edge lower than the lower surface of the block body 2.

このように構成される法枠用コンクリートブロ
ツク1の使用に際しては、第4図に示すように法
面に多数並べて敷設し、各ブロツク1間を互いに
連結する。敷設に際しては第5図に示すように各
ブロツク1のアンカー引張材挿通孔7の位置の法
面にあらかじめアンカー孔9を穿ち、アンカー引
張材10を挿入するとともにセメントミルクの注
入によつてアンカーコンクリート11を打設し、
アンカー引張材10の一端を地中に定着させてお
く。そしてアンカーコンクリート11の固化後、
各ブロツク1を敷設し、アンカー用引張材10を
各ブロツク1のアンカー引張材挿通孔7に貫通さ
せる。次いで各アンカー引張材10をブロツク1
に支持させて緊張し、その緊張を維持した状態で
アンカー定着部6内に定着金具12をもつて定着
させる。定着金具12としては図には詳示してな
いが、楔によるもの、もしくは圧着グリツプによ
るもの、あるいはアンカー引張材10にねじ山付
きの鋼棒を用いる場合にはナツトを使用する。
When using the concrete blocks 1 for a slope constructed as described above, a large number of concrete blocks 1 for a slope are laid side by side on a slope as shown in FIG. 4, and the blocks 1 are connected to each other. When laying, as shown in Fig. 5, an anchor hole 9 is drilled in advance on the slope at the location of the anchor tensile material insertion hole 7 of each block 1, the anchor tensile material 10 is inserted, and the anchor concrete is poured by pouring cement milk. 11 was poured,
One end of the anchor tension member 10 is anchored in the ground. After solidifying the anchor concrete 11,
Each block 1 is laid, and the anchor tension material 10 is passed through the anchor tension material insertion hole 7 of each block 1. Then each anchor tension member 10 is attached to block 1.
The fixing metal fitting 12 is fixed in the anchor fixing part 6 while maintaining the tension. Although not shown in detail in the drawings, the fixing fitting 12 may be a wedge, a crimp grip, or a nut if the anchor tension member 10 is a threaded steel rod.

このようにして多数の法枠用コンクリートブロ
ツク1,1……を敷設して成形される法枠は、ブ
ロツク1の各腕部3と環状壁部5によつて囲まれ
た小窓a及び隣り合うブロツク1,1……相互の
環状壁部5の外面によつて囲まれる小窓bがあけ
られた状態で網目状に法面8を覆う。
The legal frame formed by laying a large number of concrete blocks 1, 1, etc. for the legal frame in this way consists of a small window a surrounded by each arm part 3 of the block 1 and an annular wall part 5, and an adjacent The matching blocks 1, 1... cover the slope 8 in a mesh pattern with small windows b surrounded by the outer surfaces of the mutual annular wall portions 5.

また、各環状壁部5が法面に喰い込んで表面の
土砂を抱え込み、かつ、ブロツク本体部4によつ
て法面をおさえることによつて法面の土砂の崩落
を防止する。
Moreover, each annular wall part 5 bites into the slope and holds the earth and sand on the surface, and the block body part 4 suppresses the slope, thereby preventing the earth and sand on the slope from collapsing.

本考案は上述の他、第6図〜第8図に示すよう
に6方向に腕部3,3……を突出させたブロツク
本体部4を有し、その各腕部3,3……の隣り合
うものの先端間を結ぶ配置に、辺5a,5a……
を配置した六角形状の環状壁部5となしてもよ
い。なお、前述した実施例と同じ部分には同じ符
号を付して、その説明を省略する。
In addition to the above, the present invention has a block main body 4 having arm portions 3, 3... projecting in six directions as shown in FIGS. 6 to 8, and each arm portion 3, 3... Sides 5a, 5a... are arranged to connect the tips of adjacent ones.
The annular wall portion 5 may have a hexagonal shape. Note that the same parts as in the embodiment described above are denoted by the same reference numerals, and the explanation thereof will be omitted.

(考案の効果) 上述したように本考案の法枠用コンクリートブ
ロツクは、放射状に突出させた複数の腕部を有す
るブロツク本体部の周囲を囲む配置に、環状壁部
を一体に設けたことにより、腕部と環状壁部に、
あるいは隣り合うブロツクの環状壁部相互によつ
て小さく囲まれた多数の小窓があけられた法枠が
構成されることとなり、法面の土砂の抱え込み力
が大きくなり、急傾斜の法面にあつても土砂の流
出をなくすことができ、しかも小窓部分には草木
の植生が可能になり、法面の緑化も達成できるこ
ととなつたものである。
(Effects of the invention) As described above, the concrete block for a legal framework of the present invention has an annular wall integrally arranged to surround the block main body having a plurality of radially protruding arms. , on the arms and annular wall,
Alternatively, a slope frame with many small windows that are surrounded by the annular walls of adjacent blocks will be constructed, and the holding power of the earth and sand on the slope will increase, and Even in the event of a storm, it is possible to eliminate the flow of earth and sand, and it is also possible to grow vegetation in the small window area, making it possible to green the slope.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案の第1実施例の平面図、第2図
は第1図中の−線断面図、第3図は同−
線断面図、第4図は第1実施例の敷設状態の傾斜
を無視した正面図、第5図は同部分縦断面図、第
6図は第2実施例の平面図、第7図は第6図中の
−線断面図、第8図は同−線断面図であ
る。 1……法枠用コンクリートブロツク、3……腕
部、4……ブロツク本体部、5……環状壁部、6
……アンカー定着部、7……アンカー引張材挿通
孔、8……法面、9……アンカー孔、10……ア
ンカー引張材、12……定着金具。
Fig. 1 is a plan view of the first embodiment of the present invention, Fig. 2 is a sectional view taken along the - line in Fig. 1, and Fig. 3 is a - line sectional view in Fig. 1.
4 is a front view of the first embodiment with the inclination ignored, FIG. 5 is a longitudinal sectional view of the same portion, FIG. 6 is a plan view of the second embodiment, and FIG. 6 is a sectional view taken along the - line in FIG. 6, and FIG. 8 is a sectional view taken along the same line. DESCRIPTION OF SYMBOLS 1... Concrete block for legal framework, 3... Arm part, 4... Block main body part, 5... Annular wall part, 6
... Anchor fixing part, 7 ... Anchor tensile material insertion hole, 8 ... Slope, 9 ... Anchor hole, 10 ... Anchor tension material, 12 ... Fixing metal fitting.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 中心部分より放射状に複数本の腕部を突出させ
たブロツク本体部と、該ブロツク本体部の周囲を
囲む配置に前記各腕部の先端に一体化させた環状
壁部とを備え、前記ブロツク本体部の中心部分に
地中アンカー引張材を貫通させて定着するアンカ
ー定着部を備えてなる法枠用コンクリートブロツ
ク。
The block body includes a block main body having a plurality of arms protruding radially from a central portion, and an annular wall integrally formed at the tip of each arm and arranged to surround the periphery of the block main body. A concrete block for a legal framework, which is equipped with an anchor fixing part in the center of the part, into which an underground anchor tensile material is penetrated and fixed.
JP152589U 1989-01-10 1989-01-10 Expired - Lifetime JPH0513780Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP152589U JPH0513780Y2 (en) 1989-01-10 1989-01-10

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP152589U JPH0513780Y2 (en) 1989-01-10 1989-01-10

Publications (2)

Publication Number Publication Date
JPH0293350U JPH0293350U (en) 1990-07-25
JPH0513780Y2 true JPH0513780Y2 (en) 1993-04-13

Family

ID=31201486

Family Applications (1)

Application Number Title Priority Date Filing Date
JP152589U Expired - Lifetime JPH0513780Y2 (en) 1989-01-10 1989-01-10

Country Status (1)

Country Link
JP (1) JPH0513780Y2 (en)

Also Published As

Publication number Publication date
JPH0293350U (en) 1990-07-25

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