JPH0516290Y2 - - Google Patents
Info
- Publication number
- JPH0516290Y2 JPH0516290Y2 JP2448189U JP2448189U JPH0516290Y2 JP H0516290 Y2 JPH0516290 Y2 JP H0516290Y2 JP 2448189 U JP2448189 U JP 2448189U JP 2448189 U JP2448189 U JP 2448189U JP H0516290 Y2 JPH0516290 Y2 JP H0516290Y2
- Authority
- JP
- Japan
- Prior art keywords
- weir
- cement
- slope
- plates
- hardened material
- 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
Links
- 239000000463 material Substances 0.000 claims description 25
- 239000004568 cement Substances 0.000 claims description 20
- 239000002689 soil Substances 0.000 claims description 17
- 230000001681 protective effect Effects 0.000 claims 1
- 239000004567 concrete Substances 0.000 description 9
- 239000002184 metal Substances 0.000 description 5
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000000919 ceramic Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- -1 crimp wire mesh Substances 0.000 description 1
- 239000011210 fiber-reinforced concrete Substances 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
この考案は植生可能なように客土することがで
きる法面保護構造物に関するものである。[Detailed description of the invention] [Industrial field of application] This invention relates to a slope protection structure that can be covered with soil to allow vegetation to grow.
法面上に二枚の堰板を平行に起立し、この堰板
間にセメント系硬化材を打設して構築し、法面の
崩壊を防止する法面保護構造物が存在する。
There is a slope protection structure that prevents the slope from collapsing, which is constructed by standing two weir plates parallel to each other on a slope and pouring cement-based hardening material between the weir plates.
このような法面保護構造物では、硬化材上に植
生することが不可能で構造物が法面の表面に露出
し、法面全体の景観を悪いものにしていた。
In such slope protection structures, it is impossible for vegetation to grow on the hardened material, and the structure is exposed on the slope surface, making the entire slope look bad.
この考案は以上のような課題を解決するために
なされたもので、植生が可能で、法面全体の景観
を良好にする法面保護構造物を提供することを目
的とする。 This invention was made in order to solve the above-mentioned problems, and the purpose is to provide a slope protection structure that allows vegetation and improves the scenery of the entire slope.
法面保護構造物は、二枚の堰板を平行に法面上
に起立し、この堰板間にセメント系硬化材を打設
して構築するものである。
A slope protection structure is constructed by standing two weir plates parallel to each other on a slope and pouring cement-based hardened material between the weir plates.
堰板は多孔性の堰板を使用するものであつて、
多孔性とは堰板に複数の孔を有し、硬化材中の空
気を逃すことが可能なものであることを意味す
る。この多孔性の堰板の材料としては、エキスパ
ンドメタル、パンチングメタル、クリンプ金網、
メタルラス等が採用できる。 The weir board uses a porous weir board,
Porosity means that the weir plate has a plurality of holes, allowing air in the hardening material to escape. Materials for this porous weir plate include expanded metal, punched metal, crimp wire mesh,
Metal lath etc. can be used.
セメント系硬化材としては、セメントミルク、
モルタル、コンクリート、フアイバー補強コンク
リート等が採用できる。 Cement-based hardening agents include cement milk,
Mortar, concrete, fiber reinforced concrete, etc. can be used.
この考案では、左右の堰板の高さ方向中間部ま
でセメント性硬化材を打設するものであるが、左
右の堰板のいずれか一方、若しくは双方の他方の
堰板と向き合う面に、長尺の定規を固定しておく
ことが好ましい。定規は、セメント系硬化材の天
端の目安とするためのもので、堰板の上下方向中
間部に長さ方向に連続して固定しておくものであ
る。定規の材質としては、メタル、セラミツク、
プラスチツク等様々なものが採用できる。セメン
ト系硬化材は、この定規に沿つて堰板の高さ方向
中間部まで打設する。 In this idea, hardened cement material is cast up to the midpoint in the height direction of the left and right weir plates. It is preferable to keep the shaku ruler fixed. The ruler is used as a guide for the top of the cement-based hardened material, and is fixed continuously in the length direction at the vertical middle part of the weir plate. The materials of the ruler include metal, ceramic,
Various materials such as plastic can be used. The cement-based hardening material will be placed along this ruler up to the middle of the weir plate in the height direction.
このセメント系硬化材から堰板が突出するが、
この堰板の突出部分には客土を行ない、植生可能
とする。 A weir plate protrudes from this cement-based hardened material,
The protruding parts of this weir board will be covered with soil to make it possible for vegetation to grow.
堰板の上端には、他方の堰板と向き合う面の反
対側に長尺の定規を固定しておくことも好適であ
る。定規は堰板の長さ方向に連続して固定してお
くもので、この定規によつて客土の天端の目安と
するものである。 It is also preferable to fix a long ruler to the upper end of the weir plate on the opposite side of the surface facing the other weir plate. A ruler is fixed continuously along the length of the weir board, and is used as a guide to the top of the soil.
法面に対し、一方の堰板の方が他方の堰板より
低い位置に位置する場合、傾斜の下方側の堰板の
高さを他方よりも高くすることができる。セメン
ト系硬化材は高さの低い堰板に合わせて打設し、
下方側の堰板の硬化材より突出した部分に沿つて
客土するものである。 When one weir plate is located at a lower position than the other weir plate with respect to the slope, the height of the weir plate on the lower side of the slope can be made higher than the other weir plate. The cement-based hardening material is placed in line with the low height of the weir board,
The soil will be added along the part of the lower weir board that protrudes from the hardened material.
セメント系硬化材よりも突出した堰板に沿つて
客土するため、構造物上から客土が落下しない。
客土によつて構造物上に植生可能となる。
Since the soil is placed along the weir plates that protrude beyond the cement-based hardening material, the soil does not fall from the top of the structure.
The added soil allows for vegetation to grow on the structure.
堰板の高さ方向中間部に固定した定規によつて
セメント性硬化材の天端を正確にならすことがで
きる。上端に固定した定規は客土の天端の目安と
なる。 The top edge of the cement hardened material can be accurately leveled using a ruler fixed to the middle part of the weir plate in the height direction. A ruler fixed at the top serves as a guide to the top of the clay.
以下、図に示す一実施例に基づき、この考案を
詳細に説明する。
Hereinafter, this invention will be explained in detail based on an embodiment shown in the drawings.
<実施例 1>
第1図及び第2図に示すのは、法面上に格子状
に構築した法面保護構造物であり、左右の二枚の
堰板1,1の高さを同じにした場合である。堰板
1,1としてはエキスパンドメタルを使用する。<Example 1> What is shown in Figures 1 and 2 is a slope protection structure constructed in a lattice pattern on a slope, and the heights of the two left and right weir plates 1, 1 are the same. This is the case. Expanded metal is used as the weir plates 1,1.
堰板1,1の上下中間部には、互いに向き合う
面に各々定規2,2が固定されている。また上端
にも、互いに向き合う面の反対側に定規3,3が
固定されている。定規2,3はステンレススチー
ルによつて形成されている。 Rulers 2, 2 are fixed to the upper and lower middle portions of the weir plates 1, 1 on surfaces facing each other, respectively. Also, at the upper end, rulers 3, 3 are fixed on opposite sides of the surfaces facing each other. The rulers 2 and 3 are made of stainless steel.
二枚の堰板1,1間の間隔はセパレータによつ
て保持し、長さ方向に沿つて鉄筋4を複数配す
る。 The distance between the two weir plates 1, 1 is maintained by a separator, and a plurality of reinforcing bars 4 are arranged along the length direction.
この堰板1,1間に、定規2,2の上端に沿つ
てセメント系硬化材であるコンクリート5を打設
する。コンクリート5よりも堰板1,1の一部が
突出するが、この部分をモルタルやコンクリート
によつて被覆しておくことも可能である。 Concrete 5, which is a cement-based hardening material, is placed between the weir plates 1, 1 along the upper ends of the rulers 2, 2. A portion of the weir plates 1, 1 protrudes beyond the concrete 5, but it is also possible to cover this portion with mortar or concrete.
このコンクリート5より突出した堰板1,1間
に客土6する。客土は定規3,3に沿つてならす
ことができる。 Replacement soil 6 is placed between the weir plates 1 and 1 protruding from the concrete 5. The soil can be leveled along rulers 3 and 3.
この客土6に植生すればよい。 All you have to do is grow vegetation on this soil 6.
<実施例 2>
第3図に示すのは、左右の堰板1,1のうち法
面の傾斜下流側の堰板1を他方よりも高くした場
合である。コンクリート5は傾斜の上方側の堰板
1の高さに合わせて打設する。傾斜の下方側の堰
板1はコンクリート5よりも一部が突出するが、
この堰板1に沿つて客土6をすればよい。<Example 2> FIG. 3 shows a case where, of the left and right weir plates 1, 1, the weir plate 1 on the downstream side of the slope is made higher than the other. The concrete 5 is poured to match the height of the weir plate 1 on the upper side of the slope. A part of the weir plate 1 on the lower side of the slope protrudes beyond the concrete 5,
All you have to do is to lay down soil 6 along this weir board 1.
堰板1のコンクリート5より突出した部分はモ
ルタル等で被覆せず、客土6中に埋め込むだけで
もよい。 The portion of the weir plate 1 that protrudes from the concrete 5 may be simply buried in the soil 6 without covering it with mortar or the like.
この考案は以上のような構成を有し、構造物上
に客土したため、この客土によつて植生が可能と
なり、構造物の多く露出しない全体の景観の良好
な法面を形成することができる。
This idea has the above-mentioned configuration, and because the soil is added to the structure, this soil allows for vegetation to form, creating a slope with a good overall landscape without exposing too much of the structure. can.
堰板の上下中間部に定規を固定することによつ
て、この定規がセメント系硬化材の打設の目安と
なつて正確な量の硬化材を打設でき、設計通りの
強度を得ることができる。 By fixing a ruler to the upper and lower midpoints of the weir board, this ruler can serve as a guide for pouring the cement-based hardening material, allowing the precise amount of hardening material to be poured and achieving the strength as designed. can.
堰板の上端に設けた定規によつて客土の天端を
均一にそろえることができ、景観の良好な構造物
となる。 A ruler installed at the top of the weir board allows the top of the soil to be evenly aligned, resulting in a structure with a good landscape.
第1図はこの考案にかかる法面構造物の一実施
例の斜視図、第2図はその一部拡大図、第3図は
他の実施例の断面図、第4図は堰板の正面図、第
5図はその側面図である。
1……堰板、2,3……定規、4……鉄筋、5
……コンクリート、6……客土。
Fig. 1 is a perspective view of one embodiment of the slope structure according to this invention, Fig. 2 is a partially enlarged view thereof, Fig. 3 is a sectional view of another embodiment, and Fig. 4 is a front view of a weir plate. FIG. 5 is a side view thereof. 1... Weir board, 2, 3... Ruler, 4... Reinforcing bar, 5
... Concrete, 6... Replacement soil.
Claims (1)
て、この堰板間にセメント系硬化材を打設して
構築する法面保護構造物であつて、 セメント系硬化材は左右の堰板の高さ方向中
間部まで打設し、セメント系硬化材上の左右の
堰板間に客土したことを特徴とする植生可能な
法面保護構造物。 (2) 多孔性の二枚の堰板を平行に法面に起立し
て、この堰板間にセメント系硬化材を打設して
構築する法面保護構造物であつて、 二枚の堰板のうち一方の堰板の高さを他方よ
り高くし、セメント系硬化材は低い方の堰板の
高さに合わせて打設し、セメント系硬化材上に
突出した一方の堰板に沿つて客土したことを特
徴とする植生可能な法面保護構造物。 (3) 左右の堰板のうち少なくとも一方の堰板の他
方の堰板と向き合う面には、上下方向中間部に
長手方向に連続して長尺の定規を固定したこと
を特徴とする請求項(1)又は(2)記載の植生可能な
法面保護構造物。 (4) 堰板の上端の他方の堰板と向き合う面の反対
側には、長さ方向に連続して長尺の定規を固定
したことを特徴とする請求項(1)又は(2)記載の植
生可能な法面保護構造物。[Claims for Utility Model Registration] (1) A slope protection structure constructed by standing two porous weir plates parallel to each other on a slope and pouring cement-based hardening material between the weir plates. A slope surface capable of vegetation, characterized in that the cement-based hardened material is poured up to the midpoint in the height direction of the left and right weir plates, and soil is added between the left and right weir boards on the cement-based hardened material. Protective structure. (2) A slope protection structure constructed by standing two porous weir plates parallel to each other on a slope and pouring cement-based hardening material between the two weir plates; The height of one of the weir plates is higher than the other, and the cement-based hardened material is placed to match the height of the lower weir board, and the cement-based hardened material is placed along one weir board that protrudes above the cement-based hardened material. A slope protection structure that allows vegetation to grow. (3) A claim characterized in that at least one of the left and right weir plates has a long ruler fixed to the surface facing the other weir plate continuously in the longitudinal direction at the vertically intermediate portion. A slope protection structure capable of growing vegetation as described in (1) or (2). (4) Claim (1) or (2) characterized in that a long ruler is fixed continuously in the length direction on the upper end of the weir plate, opposite to the surface facing the other weir plate. slope protection structures that can be vegetated.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2448189U JPH0516290Y2 (en) | 1989-03-03 | 1989-03-03 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2448189U JPH0516290Y2 (en) | 1989-03-03 | 1989-03-03 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02116533U JPH02116533U (en) | 1990-09-18 |
| JPH0516290Y2 true JPH0516290Y2 (en) | 1993-04-28 |
Family
ID=31244367
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2448189U Expired - Lifetime JPH0516290Y2 (en) | 1989-03-03 | 1989-03-03 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0516290Y2 (en) |
-
1989
- 1989-03-03 JP JP2448189U patent/JPH0516290Y2/ja not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02116533U (en) | 1990-09-18 |
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