JPH0527531Y2 - - Google Patents

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Publication number
JPH0527531Y2
JPH0527531Y2 JP1988153754U JP15375488U JPH0527531Y2 JP H0527531 Y2 JPH0527531 Y2 JP H0527531Y2 JP 1988153754 U JP1988153754 U JP 1988153754U JP 15375488 U JP15375488 U JP 15375488U JP H0527531 Y2 JPH0527531 Y2 JP H0527531Y2
Authority
JP
Japan
Prior art keywords
slope
construction material
wire mesh
weight
blocks
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
JP1988153754U
Other languages
Japanese (ja)
Other versions
JPH0273437U (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 JP1988153754U priority Critical patent/JPH0527531Y2/ja
Publication of JPH0273437U publication Critical patent/JPH0273437U/ja
Application granted granted Critical
Publication of JPH0527531Y2 publication Critical patent/JPH0527531Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 《産業上の利用分野》 この考案は、河川の土手ないしは護岸の法面に
敷設されて土手ないしは護岸の洗堀を防止すると
ともに、法面を強化するための法面施工材に関す
る。
[Detailed description of the invention] <<Industrial application field>> This invention is a slope that is laid on the slope of a river bank or revetment to prevent the bank or revetment from scouring and to strengthen the slope. Regarding construction materials.

《従来の技術》 この種の法面施工材としては、特公昭55−
11485号公報に例示される如く、多数の重量ブロ
ツクを成形するときに共通の鉄筋をインサートし
て、鉄筋を介して各重量ブロツクを連結した、い
わゆる連鎖ブロツク構成のものがある。
《Conventional technology》 This type of slope construction material is
As exemplified in Japanese Patent No. 11485, there is a so-called chain block structure in which a common reinforcing bar is inserted when forming a large number of weight blocks and the weight blocks are connected via the reinforcing bar.

また、特開昭60−212523号公報には、前記各重
量ブロツクを可撓性鋼索類に対して移動可能に連
結し、施工時に重量ブロツク同士の間隔を調整可
能にしたものも知られている。
Furthermore, Japanese Patent Application Laid-Open No. 60-212523 discloses a structure in which each of the weight blocks is movably connected to a flexible steel cable, so that the spacing between the weight blocks can be adjusted during construction. .

《考案が解決しようとする課題》 前述の連鎖ブロツクは、重量ブロツクの敷き詰
め作業をそれなりに向上できる。ところで、この
ような連鎖ブロツクないしは重量ブロツクは、後
者の公報に示されている如く法面に洗堀防止用の
網部材を敷設し、その上に法面強化用として設置
されることも多く、また、二重、三重に敷設され
ることもある。
<<Problem to be solved by the invention>> The chain block described above can improve the work of laying heavy blocks to a certain extent. By the way, as shown in the latter publication, such chain blocks or heavy blocks are often installed on slopes to strengthen the slopes by laying net members to prevent scour. It may also be laid in double or triple layers.

ところが、従来のように多数の重量ブロツクを
鉄筋や鋼索などのロープ状のもので連結した構造
では、前記網部材の敷設作業を予め行わなければ
ならず、また、二重、三重に敷設する場合には各
ブロツク同士の〓間を調整しなければならなかつ
た。
However, in the conventional structure in which a large number of weight blocks are connected by rope-like materials such as reinforcing bars or steel cables, the work of laying the net members must be done in advance, and when the net members are laid in double or triple layers, In this case, the distance between each block had to be adjusted.

この考案は、以上の問題を解消するものであつ
て、その目的は、繰出し作業によつて多数の重量
ブロツクを法面に敷設でることに加え、同時に洗
堀防止用金網の設置を完了できるようにした法面
施工材を提供することにある。
This invention solves the above problems, and its purpose is to be able to lay a large number of heavy blocks on the slope by unwinding, and also to complete the installation of the wire mesh to prevent scouring at the same time. Our goal is to provide slope construction materials that are designed to meet the needs of our customers.

《課題を解決するための手段》 上記目的を達成するため、この考案は、河川の
土手ないしは護岸の法面に敷設されて土手ないし
は護岸の洗堀を防止するとともに、法面を強化す
ための法面施工材において、前記法面施工材は、
所定幅および長さをなす洗堀防止用の金網に対し
て複数の重量ブロツクを金網上下から挟み込むよ
う一体に成形し、かつ前記重量ブロツク同士の間
に少なくとも他の法面施工材における重量ブロツ
クの上または下半体が入る〓間を持たせたもので
ある。
《Means for Solving the Problems》 In order to achieve the above purpose, this invention is a method that is installed on the slope of a river bank or revetment to prevent scouring of the bank or revetment, and to strengthen the slope. In the slope construction material, the slope construction material is
A plurality of weight blocks are formed integrally with a wire mesh having a predetermined width and length to prevent scour, sandwiching them from above and below the wire mesh, and between the weight blocks at least one of the weight blocks of other slope construction materials is placed. It has a space for the upper or lower body.

《作用》 以上の構成によれば、予め法面施工材を大型の
リールに巻き取つておき、法面に施工する際にリ
ールから繰り出すようにすれば、順次法面に連続
して敷設される。すなわち、法面は重量ブロツク
とブロツク同士の間にある洗堀防止用の金網とで
覆われる。
<<Operation>> According to the above configuration, if the slope construction material is wound up in advance on a large reel and is fed out from the reel when construction is to be carried out on the slope, the material can be laid continuously on the slope one after another. . That is, the slope is covered with weight blocks and a wire mesh between the blocks to prevent scour.

また、この法面施工材は、前記重量ブロツク同
士の間に少なくとも他の法面施工材における重量
ブロツクの上または下半体が入る〓間を有してい
るので、一重でなく縦または横に二重以上敷設す
ることができ、この場合には敷設密度が高くな
る。
In addition, this slope construction material has a gap between the weight blocks, in which at least the upper or lower half of the weight block of another slope construction material can fit, so it is not a single layer but a vertical or horizontal space. It is possible to lay two or more layers, and in this case, the laying density becomes high.

《実施例》 以下、この考案の実施例について図面を用いて
詳細に説明する。
<<Example>> Hereinafter, an example of this invention will be described in detail using the drawings.

第1図ないし第3図はこの考案の好適な実施例
を示すものである。
1 to 3 show a preferred embodiment of this invention.

図において、この法面施工材10は、所定の長
さおよび幅寸法に形成された金網12と、金網2
の上下を挟んで縦横所定間隔で成形された多数の
プレキヤストコンクリート製の重量ブロツク14
とからなつている。
In the figure, this slope construction material 10 includes a wire mesh 12 formed to have a predetermined length and width, and a wire mesh 2.
A large number of precast concrete heavy blocks 14 are formed at predetermined intervals vertically and horizontally with the top and bottom of the block in between.
It is made up of.

この法面施工材10の成形方法としては、前記
重量ブロツク14を成形するための下型を所定間
隔をおいて縦横に多数列配置し、この状態で各下
型の上面に金網12を配置し、次いで上型を係合
し、内部にコンクリートを流せば、金網12の上
下を挟んだ状態で六角形状断面の多数の重量ブロ
ツク14を縦横一定間隔を保つて金網12と一体
に成形することができる。なお、重量ブロツク1
4同士の間隔は、少なくとも他の法面施工材にお
ける重量ブロツクの上または下半体が入る寸法に
設定される。
The method for forming this slope construction material 10 is to arrange a number of rows of lower dies for forming the weight blocks 14 vertically and horizontally at predetermined intervals, and in this state, place a wire mesh 12 on the top surface of each lower dies. Then, by engaging the upper mold and pouring concrete inside, a large number of weight blocks 14 having a hexagonal cross section can be molded integrally with the wire mesh 12 with the upper and lower sides of the wire mesh 12 being sandwiched, keeping constant intervals vertically and horizontally. can. In addition, weight block 1
The interval between the four blocks is set to a size that can accommodate at least the upper or lower half of the weight block of another slope construction material.

このようにして出来がつた法面施工材10を第
2図に示すように巻取用の大型リール16に予め
巻き取つておき、施工現場の土手18の上からリ
ール16を回転させることによつて、法面施工材
10は繰り出され、土手18の法面18aに順次
敷設される。その後端部の金網12を切り離せ
ば、敷設作業が完了する。
The slope construction material 10 thus produced is wound up in advance on a large reel 16 for winding, as shown in FIG. 2, and the reel 16 is rotated from above the bank 18 at the construction site. Then, the slope construction materials 10 are paid out and sequentially laid on the slope 18a of the bank 18. The installation work is completed by cutting off the wire mesh 12 at the rear end.

以上のように、法面18aの一面に法面施工材
10を敷設するには、金網12の幅寸法分を敷設
し終わつたら、この金網12の側部にやや重複し
た状態で同一方法によつてリール18から繰り出
しつつ敷設作業を行う。
As described above, in order to lay the slope construction material 10 on one side of the slope 18a, once the width of the wire mesh 12 has been laid, the slope construction material 10 can be laid in the same way on the side of the wire mesh 12 with a slight overlap. Then, the laying work is performed while unwinding from the reel 18.

また、各重量ブロツク14の縦横の間隔は、
(少なくとも、他の法面施工材における重量ブロ
ツクの上または下半体が入る寸法)一定ピツチで
あるから、法面施工材10を二重に敷設する場合
には、その間隔分のピツチをずらして既に敷設さ
れている法面施工材10の上部に重ねて敷設作業
を行う。
Further, the vertical and horizontal intervals of each weight block 14 are as follows.
(At least the size that accommodates the upper or lower half of the heavy block of other slope construction materials) Since the pitch is constant, when laying the slope construction materials 10 in duplicate, the pitch must be shifted by that distance. The laying work is performed by overlapping the slope construction material 10 on top of the slope construction material 10 that has already been laid.

この場合には、上下の各重量ブロツク14が交
互配列されることになり、下面側の金網12(重
量ブロツク14同士の間に位置して露出している
部分)は上部側の重量ブロツク14によつて押え
付けられた状態となる。そして、重量ブロツク1
4の敷設密度は二倍になり、また敷設状態も安定
したものとなる。
In this case, the upper and lower weight blocks 14 are arranged alternately, and the wire mesh 12 on the lower side (the exposed part located between the weight blocks 14) is attached to the upper weight block 14. As a result, it becomes pressed down. And weight block 1
The installation density of No. 4 is doubled, and the installation condition becomes more stable.

以上のように敷設された法面施工材10は、金
網12の露出部分が洗堀防止用として機能し、重
量ブロツク14が法面18aを強化する。
In the slope construction material 10 laid as described above, the exposed portion of the wire mesh 12 functions to prevent scour, and the weight blocks 14 strengthen the slope 18a.

なお、この実施例では、重量ブロツク14とし
てプレキヤストコンクリートを用いたが、例えば
比較的比重の大きい廃プラスチツクを利用し、適
宜の成形方法によつて金網上に一体的に成形して
もよいことは勿論である。
In this embodiment, precast concrete was used as the weight block 14, but it is also possible to use waste plastic, which has a relatively large specific gravity, and integrally mold it on the wire mesh using an appropriate molding method. Of course.

《考案の効果》 以上実施例によつて詳細に説明したように、こ
の考案にかかる法面施工材にあつては、以下の効
果がある。
<<Effects of the invention>> As explained in detail using the examples above, the slope construction material according to this invention has the following effects.

予め法面施工材を大型のリールに巻き取つてお
き、法面に施工する際にリールから繰り出すよう
にすれば、順次法面に連続して敷設されるため、
施工が簡単で工期も短縮される。この場合、この
考案では、従来の如く重量ブロツク同士を鎖状の
連結部材を用いて連鎖ブロツクとした構造に対
し、複数の重量ブロツクを洗堀防止用の金網に一
体に成形したので,法面上を重量ブロツクとブロ
ツク同士の間にある金網部により覆い、強化処理
に加え確実な洗堀防止用を同時に行うことができ
る。
If you wind up the slope construction material on a large reel in advance and unwind it from the reel when constructing on the slope, the material will be laid continuously on the slope one after another.
Construction is easy and the construction period is shortened. In this case, in this invention, unlike the conventional structure in which the weight blocks are connected to each other using chain-like connecting members, multiple weight blocks are integrally molded into a wire mesh to prevent scour, so that the slope By covering the top with a wire mesh section between the weight blocks, it is possible to perform not only strengthening treatment but also reliable prevention of scour.

また、この法面施工材は、一重でなく縦または
横に二重以上敷設することができ、この場合には
前記重量ブロツク同士の間に少なくとも他の法面
施工材における重量ブロツクの上または下半体が
入る〓間を設定してあるので、敷設密度がさらに
高くなり、高密度に敷設することができる。
In addition, this slope construction material can be laid not in a single layer but in double or more vertically or horizontally, and in this case, at least between the weight blocks above or below the weight block of other slope construction materials. Since the space between the halves is set, the laying density is even higher, allowing for high-density laying.

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

第1図ないし第3図はこの考案の一実施例を示
し、第1図は法面施工材の斜視図、第2図は同法
面施工材を土手の法面に敷設した状態を示す断面
図、第3図は部分拡大断面図である。 10……法面施工材、12……金網、14……
重量ブロツク、18a……法面。
Figures 1 to 3 show one embodiment of this invention, with Figure 1 being a perspective view of the slope construction material, and Figure 2 being a cross section showing the slope construction material being laid on the slope of an embankment. 3 are partially enlarged sectional views. 10... Slope construction material, 12... Wire mesh, 14...
Weight block, 18a... slope.

Claims (1)

【実用新案登録請求の範囲】 河川の土手ないしは護岸の法面に敷設されて土
手ないしは護岸の洗堀を防止するとともに、法面
を強化すための法面施工材において、 前記法面施工材は、所定幅および長さをなす洗
堀防止用の金網に対して複数の重量ブロツクを金
網上下から挟み込むよう一体に成形し、かつ前記
重量ブロツク同士の間に少なくとも他の法面施工
材における重量ブロツクの上または下半体が入る
〓間を有していることを特徴とする法面施工材。
[Scope of Claim for Utility Model Registration] A slope construction material that is laid on the slope of a river bank or revetment to prevent scouring of the bank or revetment and to strengthen the slope. , a plurality of weight blocks are integrally molded so as to be sandwiched from above and below the wire mesh for scour prevention having a predetermined width and length, and at least a weight block of other slope construction material is placed between the weight blocks. A slope construction material characterized by having a gap into which the upper or lower half of the body can fit.
JP1988153754U 1988-11-26 1988-11-26 Expired - Lifetime JPH0527531Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1988153754U JPH0527531Y2 (en) 1988-11-26 1988-11-26

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1988153754U JPH0527531Y2 (en) 1988-11-26 1988-11-26

Publications (2)

Publication Number Publication Date
JPH0273437U JPH0273437U (en) 1990-06-05
JPH0527531Y2 true JPH0527531Y2 (en) 1993-07-14

Family

ID=31429873

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1988153754U Expired - Lifetime JPH0527531Y2 (en) 1988-11-26 1988-11-26

Country Status (1)

Country Link
JP (1) JPH0527531Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07119457B2 (en) * 1992-02-28 1995-12-20 共和コンクリート工業株式会社 Manufacturing method of matrix-like pseudo rock block
JP6322365B2 (en) * 2013-03-27 2018-05-09 三菱ケミカル株式会社 Protective member

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5511485A (en) * 1978-07-13 1980-01-26 Mitsubishi Electric Corp Obstacle detecting apparatus of safety apparatus for outlet and inlet of elevator
JPS60212523A (en) * 1984-04-09 1985-10-24 Haneda Concrete Kogyo Kk Method of stabilizing uneven face of slope

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5511485A (en) * 1978-07-13 1980-01-26 Mitsubishi Electric Corp Obstacle detecting apparatus of safety apparatus for outlet and inlet of elevator
JPS60212523A (en) * 1984-04-09 1985-10-24 Haneda Concrete Kogyo Kk Method of stabilizing uneven face of slope

Also Published As

Publication number Publication date
JPH0273437U (en) 1990-06-05

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