JPS59109619A - Fence for sheathing - Google Patents
Fence for sheathingInfo
- Publication number
- JPS59109619A JPS59109619A JP21905182A JP21905182A JPS59109619A JP S59109619 A JPS59109619 A JP S59109619A JP 21905182 A JP21905182 A JP 21905182A JP 21905182 A JP21905182 A JP 21905182A JP S59109619 A JPS59109619 A JP S59109619A
- Authority
- JP
- Japan
- Prior art keywords
- base frame
- side fence
- earth
- stones
- fence
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
- E01F8/02—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic specially adapted for sustaining vegetation or for accommodating plants ; Embankment-type or crib-type noise barriers; Retaining walls specially adapted to absorb or reflect noise
- E01F8/027—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic specially adapted for sustaining vegetation or for accommodating plants ; Embankment-type or crib-type noise barriers; Retaining walls specially adapted to absorb or reflect noise with external support, e.g. wall facing
Abstract
Description
【発明の詳細な説明】
技術分野
本発明は土止め側柵、より詳細Ｖｒ：、は宅地、道路の
造成等によって山が切り崩された際、その切り崩された
斜面から土砂崩れ、落石を防止するための土止め側柵に
関する。[Detailed Description of the Invention] Technical Field The present invention relates to an earth-retaining side fence, more detailed Vr:, which prevents landslides and rockfall from the cut-down slope when a mountain is cut down for building a residential area, a road, etc. Concerning side fences for retaining earthworks.
従来技術
従来、切り崩された山の斜面には階段状に床堀りがなさ
れ、鉄筋コンクリート等の土止め側柵を並べることによ
って、土砂崩れや落石を防止していた。しかし、この鉄
筋コンクリート等の土止め側柵は材料が高価であり、製
造コストの上で問題があったうえ、製造作業に専門的技
術を要するという欠陥があった。PRIOR ART Conventionally, a step-shaped floor excavation was made on the slope of a mountain that had been cut down, and landslides and rockfalls were prevented by arranging side fences made of reinforced concrete or the like. However, this earth-retaining side fence made of reinforced concrete or the like is expensive, has problems in terms of manufacturing cost, and has the disadvantage that it requires specialized technology for manufacturing.
目的
本発明の目的は上記の問題を解消し、製造コストが低く
かつ製造が簡単な土止め側柵を提供することにある。OBJECTS An object of the present invention is to solve the above-mentioned problems and to provide an earth retaining side fence that is low in manufacturing cost and easy to manufacture.
実施例
以下、本発明の第１の実施例を第１〜４図に従って詳述
する。EXAMPLE A first example of the present invention will be described in detail below with reference to FIGS. 1 to 4.
棚本体１は木材にて三角形状に組み立てられた複数個の
側枠３，３ａ、３ｂを横棒４，４ａにより左右に連結し
て基枠２を形成し、同基枠２内に石１２、セメント等の
硬質廃棄物をカラ積みしたうえ、モルタルＭを流し込み
、断面台形状をなすように固めたものである。The shelf body 1 has a base frame 2 formed by connecting a plurality of side frames 3, 3a, 3b which are assembled in a triangular shape from wood with horizontal bars 4, 4a, and stones 12 are placed inside the base frame 2. , hard waste such as cement was piled up, and mortar M was poured into it to solidify it into a trapezoidal cross-section.
先ず、基枠２について説明すると、水平に配置された棒
状の土台１３と、その前端部（第２，３図右方）の水平
状の切り欠き５に垂直状に載置された支柱７の下端とが
第４図に示すようＫＵ字型鉄板８とボルト９ＢＫより連
結されている。また、土台１３はその後端部近傍の切り
欠き６に載置された筋交１０の下端とボルト９ｂにて斜
交状に連結されている。そして、筋交１０の上端は支柱
７の上端部近傍に形成された切り欠き１１に対し、てボ
ルト９ＣＫで同じく斜交状に連結されることにより、直
角三角形の側枠３を形成している。First, to explain the base frame 2, it consists of a bar-shaped base 13 arranged horizontally, and a column 7 placed vertically in a horizontal notch 5 at its front end (right side in Figures 2 and 3). The lower end is connected to the KU-shaped iron plate 8 by bolts 9BK as shown in FIG. Further, the base 13 is diagonally connected to the lower end of the brace 10 placed in the notch 6 near the rear end by bolts 9b. The upper end of the brace 10 is also connected obliquely to a notch 11 formed near the upper end of the support column 7 using bolts 9CK, thereby forming a right triangular side frame 3. .
このように形成された複数個の側枠３，３ａ。A plurality of side frames 3, 3a formed in this way.
３ｂは等間隔に配置され、互いに隣接する２個の側枠３
，３ａのそれぞれの支柱７，７ａＶＵに複数個の横棒４
を平行に架は渡している。この横棒４は上下方向に等間
隔を置いて、支柱７，７ａに対してボルト９ｄ留めされ
ており、側枠３ａ、３ｂ間に架装される横棒４ａは支柱
７ａ上において横棒４と段違いに装着されている。この
ようにして側枠３，３ａ、３ｂは横棒４，４ａによって
連結されて基枠２を形成している。3b are two side frames 3 arranged at equal intervals and adjacent to each other.
, 3a, each support 7, 7aVU has a plurality of horizontal bars 4
The racks are passed parallel to each other. The horizontal bars 4 are fixed to the columns 7, 7a with bolts 9d at equal intervals in the vertical direction, and the horizontal bars 4a mounted between the side frames 3a, 3b are mounted on the columns 7a. It is installed at different levels. In this way, the side frames 3, 3a, 3b are connected by the horizontal bars 4, 4a to form the base frame 2.
さて、第１図に示すように山の切り崩された斜面ＳＩＣ
は階段状に床堀りがなされ、予め組み立てられた基枠２
を設置されたのち、第２図に示すように、同基枠２内に
は石１２が断面台形状をなすように支柱７と同じ高さま
で積み重ねられている。Now, as shown in Figure 1, the slope of the mountain SIC
is a pre-assembled base frame 2 with a step-shaped floor excavation.
As shown in FIG. 2, stones 12 are stacked in the base frame 2 to the same height as the pillars 7 so as to have a trapezoidal cross section.
石１２を積み終えると、その表面からモルタルＭを吹付
注入し、石１２を一体的に固定するとともに、第２．２
（ＩＬ）図に示すように石１２及び基枠２を全体的に覆
って表面の仕上げをなし、棚本体１を形成している。After stacking the stones 12, mortar M is sprayed from the surface to fix the stones 12 integrally, and
(IL) As shown in the figure, the surface of the stone 12 and the base frame 2 is completely covered to form a shelf body 1.
なお、この棚本体１け、その台形状の断面形状＝
１
において底辺の高さの／２Ｙｃ、また上辺は底辺の１／
ニなるように設定されており、底辺は一般的ｖｃ２ｍ、
１．５ｍ及び１ｍの長さになっている。In addition, this one shelf body, its trapezoidal cross-sectional shape =
1, the height of the base is /2Yc, and the top side is 1/2Yc of the base.
It is set to be 2, and the base is a general vc2m,
The lengths are 1.5m and 1m.
また、本発明では基枠２は木材、特に唐松材にて形成さ
れている。唐松は材木としての用途に乏しく、伐採した
のちに放棄されることが多いため、その価格は低廉であ
り、これが本発明の出土め側柵の製造コストを低く抑え
ることができる要因となっている。Further, in the present invention, the base frame 2 is made of wood, particularly Japanese pine wood. Karamatsu has little use as lumber and is often abandoned after felling, so its price is low, and this is a factor that allows the manufacturing cost of the excavated side fence of the present invention to be kept low. .
つづいて、本発明の第２の実施例を第５図に従って述べ
る。Next, a second embodiment of the present invention will be described with reference to FIG.
この実施例では第１の実施例と同様な方法にて基枠２を
形成し３−側枠３の土台１３を２本のアンカーピン１４
（アンカーピン１４は１本でもよい）を床堀りされた地
表に移動不能に係止することによって基枠２を地表に対
して固定している。そして基枠２の側枠３内にのみ石を
積み重ねて、枠本体１を構成したものである。In this embodiment, the base frame 2 is formed in the same manner as in the first embodiment, and the base 13 of the side frame 3 is connected to two anchor pins 14.
The base frame 2 is fixed to the ground surface by immovably locking the anchor pin 14 (one anchor pin 14 may be used) to the dug ground surface. The frame body 1 is constructed by stacking stones only within the side frames 3 of the base frame 2.
なお、この実施例では基枠２は露出された状態であるた
め防腐剤及び防虫剤を塗布して腐蝕及び虫喰いを防止し
ている。In this embodiment, since the base frame 2 is exposed, it is coated with a preservative and an insect repellent to prevent corrosion and insect bite.
上記のように棚本体１を構成すれば基枠２内全体に石１
２を積み重ねる必要がないので作業は軽減され、さらに
はモルタルＭを使用しないために製造コストは一層低く
なる。If the shelf main body 1 is configured as described above, stones 1 will be distributed throughout the base frame 2.
Since there is no need to stack the two, the work is reduced, and since mortar M is not used, the manufacturing cost is further reduced.
効果
以上詳述したように本発明の土止め川柳は木製の基枠２
と、同基枠２内に積み重ねられた石１２゜硬質廃棄物等
によって棚本体１が形成されていることにより製造簡単
にして、製造コストの低いという優れた効果を奏する。Effects As detailed above, the dome senryu of the present invention has a wooden base frame 2.
Since the shelf main body 1 is formed of stones 12 degrees hard waste etc. stacked in the base frame 2, it is easy to manufacture and has an excellent effect of low manufacturing cost.
第１図は本発明の土止め川柳を具体ｆヒした略体図、
第２図は棚本体を示す斜視図、
第２（ａ）図は第２図のＡ−Ａ線における断面図、第３
図は基枠を示す斜視図、
第４図は台柱に対する支柱の取は状態を示す斜視図、
第５図は本発明の第２の実施例を示す斜視図である。
棚本体１、基枠２、石１２゜
特許出願人 平 塚 寿 男代理人 弁理
士恩田博宣Fig. 1 is a schematic diagram of the earthen senryu of the present invention, Fig. 2 is a perspective view showing the shelf body, Fig. 2(a) is a cross-sectional view taken along line A-A in Fig. 2, 3
The figure is a perspective view showing the base frame, FIG. 4 is a perspective view showing how the support is attached to the base column, and FIG. 5 is a perspective view showing the second embodiment of the present invention. Shelf body 1, base frame 2, stone 12゜Patent applicant Hisashi Hiratsuka Representative Patent attorney Hironobu Onda
Claims (1)
物等によって柵本体（１）が形成されていることを９９
とする土止め側柵。 ２ 前記積み重ねられた石（１２）等は、モルタル（Ｍ
）にて一体的に固定されていることを特徴とする特許請
求の範囲第１項に記載の土止め側柵。 ３ 前記基枠（２）は複数個の三角形状の側枠（３）、
（３ａ）、（３ｂ）、！：横棒（４）、（４ａ）にて連
続して形成されていることを特徴とする特許請求の範囲
第１項に記載の土止め側柵。 ４ 前記側枠（３）は水平に配置された台柱（１３）の
先端部に支柱（７）の下端部を連結し、ざらに筋交（１
０）にて台柱（１３）の後端部と支柱（７）の上端部を
連結してほぼ直角三角形状に形成されていることを特徴
とする特許請求の範囲第８項に記載の土止め側柵。 ５ 前記台柱（１３）の先端部上面には平面切り欠き（
５）が形成され、同切り欠き（５）に対し支柱（７）を
直立状態にて載置し、Ｕ字状の鉄板（８）、ボルト（９
ａ）Ｉｃて両者を連結していることを特徴とする特許請
求の範囲第４項に記載の土止め側柵。 ６ 前記基枠（２）はから松の丸太にて形成されている
ことを特徴とする特許請求の範囲第１項に記載の土止め
側柵。 ７ 前記基枠（２）には、その倶ｊ枠（３ン内にだけ、
石（１２）が積み重ねられていることを特徴とする特許
請求の範囲第１項に記載の土止め側柵。 ８ 前記基枠（２）は台柱（１３）をアンカーピン（１
４，）Ｉｃよって地表に係止することによって移動不能
に固定されていることを特徴とする特許請求の範囲第７
項に記載の土止め側柵。[Claims] ■ The fence body (1) is formed of a wooden base frame (2), stones (12) stacked inside the base frame (2), hard waste, etc.
A fence on the side of the embankment. 2 The stacked stones (12) etc. are covered with mortar (M
) The earth-retaining side fence according to claim 1, wherein the earth-retaining side fence is integrally fixed at a. 3. The base frame (2) has a plurality of triangular side frames (3),
(3a), (3b),! : The earth retaining side fence according to claim 1, characterized in that it is continuously formed of horizontal bars (4) and (4a). 4 The side frame (3) connects the lower end of the support (7) to the tip of the horizontally arranged support pillar (13), and is roughly intersected (1
0), the rear end of the support column (13) and the upper end of the support column (7) are connected to each other to form a substantially right triangular shape. side fence. 5 A planar notch (
5) is formed, the support (7) is placed upright against the notch (5), and the U-shaped iron plate (8) and bolt (9) are placed.
The earth retaining side fence according to claim 4, characterized in that the two are connected by a) Ic. 6. The earth-retaining side fence according to claim 1, wherein the base frame (2) is formed from a log of Japanese pine. 7 The base frame (2) has its own frame (only within 3 frames,
The embankment side fence according to claim 1, characterized in that the stones (12) are stacked. 8 The base frame (2) connects the pillar (13) with the anchor pin (1).
4.) Claim 7, characterized in that it is immovably fixed by being anchored to the ground surface by Ic.
The earth retaining side fence described in section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21905182A JPS59109619A (en) | 1982-12-13 | 1982-12-13 | Fence for sheathing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21905182A JPS59109619A (en) | 1982-12-13 | 1982-12-13 | Fence for sheathing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS59109619A true JPS59109619A (en) | 1984-06-25 |
Family
ID=16729488
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP21905182A Pending JPS59109619A (en) | 1982-12-13 | 1982-12-13 | Fence for sheathing |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59109619A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS635039U (en) * | 1986-06-27 | 1988-01-13 | ||
| KR100513816B1 (en) * | 2002-08-30 | 2005-09-09 | 재단법인 포항산업과학연구원 | Assembly steel frame with fixing element |
| JP2010090575A (en) * | 2008-10-07 | 2010-04-22 | Kentaro Irie | Weir wall and method for manufacturing the same |
| WO2018142433A1 (en) * | 2017-01-31 | 2018-08-09 | Geoflum Engineering S.R.L. | Retaining wall with reinforced soil |
-
1982
- 1982-12-13 JP JP21905182A patent/JPS59109619A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS635039U (en) * | 1986-06-27 | 1988-01-13 | ||
| KR100513816B1 (en) * | 2002-08-30 | 2005-09-09 | 재단법인 포항산업과학연구원 | Assembly steel frame with fixing element |
| JP2010090575A (en) * | 2008-10-07 | 2010-04-22 | Kentaro Irie | Weir wall and method for manufacturing the same |
| WO2018142433A1 (en) * | 2017-01-31 | 2018-08-09 | Geoflum Engineering S.R.L. | Retaining wall with reinforced soil |
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