JPS633082B2 - - Google Patents

Info

Publication number
JPS633082B2
JPS633082B2 JP56122056A JP12205681A JPS633082B2 JP S633082 B2 JPS633082 B2 JP S633082B2 JP 56122056 A JP56122056 A JP 56122056A JP 12205681 A JP12205681 A JP 12205681A JP S633082 B2 JPS633082 B2 JP S633082B2
Authority
JP
Japan
Prior art keywords
bridge
snow
fence
posts
dividing
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
Application number
JP56122056A
Other languages
Japanese (ja)
Other versions
JPS5824005A (en
Inventor
Fumiaki Kobayashi
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 by Individual filed Critical Individual
Priority to JP12205681A priority Critical patent/JPS5824005A/en
Publication of JPS5824005A publication Critical patent/JPS5824005A/en
Publication of JPS633082B2 publication Critical patent/JPS633082B2/ja
Granted legal-status Critical Current

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  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Bridges Or Land Bridges (AREA)

Description

【発明の詳細な説明】 本発明は雪国地帯における橋梁、殊に豪雪地帯
における山岳道路の橋梁を雪害より保護しようと
するものである。山岳道路における橋梁は冬期間
は降雪と吹雪のため除雪車も入れず殆んどが放置
されたまゝであり、そのため谷間の積雪と橋梁上
の積雪が連続して膨大な堆雪となり、この堆雪は
長い橋梁の場合は風上側の橋梁の端部を、短い橋
梁の場合は全体を埋設してしまう。
DETAILED DESCRIPTION OF THE INVENTION The present invention aims to protect bridges in snowy regions, particularly bridges on mountain roads in heavy snowy regions, from snow damage. Most of the bridges on mountain roads are left abandoned during the winter due to snowfall and blizzards, with no snow plows available.As a result, the snow in the valleys and the snow on the bridges continue to form a huge amount of snow, and this build-up Snow can bury the windward end of a long bridge, or the entire bridge if it is short.

ところでこの堆雪は融雪期になると沈降力を増
し、しかも雪の粘着性によつて橋梁の積雪のみな
らず周囲の積雪の沈降力と斜面雪圧の合力が生
じ、そのため橋梁上にかゝる重荷は橋梁上のみの
積雪荷重のみならず周囲積雪深の数拾倍から地形
によつては数百倍の重さとなり、しかもこの沈降
力による荷重は地形、風向等によつて偏つた偏荷
重となる場合が多いので橋梁を損傷することが多
く道路管理上大きな問題となつている。
By the way, this accumulated snow increases its settling force during the snow melting season, and due to the stickiness of the snow, there is a resultant force of not only the snow on the bridge but also the settling force of the surrounding snow and snow pressure on the slope. The heavy weight is not only the snow load on the bridge, but also several tens to hundreds of times the surrounding snow depth depending on the topography, and the load due to this settling force is an uneven load depending on the topography, wind direction, etc. This often results in damage to bridges, which is a major problem in road management.

本発明は叙上のような現状を解決すべく今冬期
試験、研究を重ねた結果橋梁の両側に下部防護柵
と分断柵とを立設することにより橋梁上の積雪と
周囲の積雪の沈降力とが分断され、橋梁には橋梁
上の積雪荷重のみがかゝるようになり橋梁が安全
に保護されることが分つた。
As a result of repeated tests and research this winter in order to solve the current situation as described above, the present invention has been developed by erecting lower protection fences and dividing fences on both sides of the bridge, thereby reducing the settling force of the snow on the bridge and the surrounding snow. It was found that the bridge is protected safely because only the snow load on the bridge is applied to the bridge.

本発明を図示の実施例により詳記すると谷間を
横切るよう架設された橋梁1の風上側の端部2に
おける橋桁3の側部に該橋桁3部の側面を防護す
る下部防護柵5を設置するが、この下部防護柵5
は先ず橋桁3の上縁の高さの支柱6,6′…を斜
面4に立設し、この支柱6,6′…間の上部には
横杆7,7′とワイヤー8,8′…を介して金網
9,9′を張設してあり、この金網9,9′によつ
て橋桁3への雪の付着を防止すると共に、側面雪
圧から橋梁1を防護する。
To describe the present invention in detail with reference to the illustrated embodiment, a lower protection fence 5 is installed on the side of the bridge girder 3 at the windward end 2 of a bridge 1 built across a valley to protect the side surface of the bridge girder 3. However, this lower protective fence 5
First, columns 6, 6'... at the height of the upper edge of the bridge girder 3 are erected on the slope 4, and in the upper part between the columns 6, 6'..., transverse rods 7, 7' and wires 8, 8'... A wire mesh 9, 9' is stretched across the bridge, and these wire meshes 9, 9' prevent snow from adhering to the bridge girder 3 and protect the bridge 1 from side snow pressure.

次にこの下部防護柵5の支柱6,6′…に分断
柵10,10′を着脱自在に取付けるが、分断柵
10,10′は支柱6,6′に着脱自在の柵柱1
1,11′…と柵柱11,11′…間に着脱自在に
横架した横柵杆12,12′…と横柵杆12,1
2′…に着脱自在の短柵状の柵片13,13′…と
よりなる。柵柱11,11′…を支柱6,6′…に
着脱自在に取付ける手段としては支柱6,6′…
の上端部外側に取付金具14を設けて柵柱11,
11′…の基端を挿脱自在とし、柵柱11,1
1′…の中間は橋梁1の欄干15に角材16を介
して針金17により固定する。柵柱11,11′
…の高さは橋梁1上の最大積雪高以上にしてお
く。横柵柱12,12′…に柵片13,13′…を
固定する手段としては針金18によつて結着する
が柵片13,13′…は透過率が40%位になるよ
う間隔を設けておく。この柵片13,13′…の
高さは橋梁1の欄干15の下端位置より橋梁1上
の予想される最大積雪高以上の高さであることが
好ましいが、通常融雪期になると締り雪となつて
積雪高が下がり、その時期より沈降力を増してく
るので厳寒期の積雪高よりやゝ低くとも良い。
Next, the dividing fences 10, 10' are removably attached to the posts 6, 6'... of the lower protective fence 5.
1, 11'... and the horizontal fence rods 12, 12', which are removably installed horizontally between the fence posts 11, 11'... and the horizontal fence rods 12, 1.
2'... consists of short fence-like fence pieces 13, 13', which are detachable. As a means for detachably attaching the fence posts 11, 11'... to the posts 6, 6'..., the posts 6, 6'...
A mounting bracket 14 is provided on the outside of the upper end of the fence post 11,
The base end of 11'... can be inserted and removed freely, and the fence posts 11, 1
1'... are fixed to the parapet 15 of the bridge 1 with a wire 17 via a square member 16. Fence post 11, 11'
The height of ... should be greater than the maximum snowfall height on Bridge 1. The fence pieces 13, 13'... are fixed to the horizontal fence posts 12, 12'... by wires 18, but the fence pieces 13, 13'... are spaced apart so that the transmittance is about 40%. Set it up. It is preferable that the height of these fence pieces 13, 13'... is higher than the expected maximum snowfall height on the bridge 1 from the lower end of the parapet 15 of the bridge 1, but normally during the snow melting season, compacted snow As the snow ages, the height of the snow falls, and the settling power increases from that time on, so it is good even if it is slightly lower than the height of the snow during the coldest season.

尚地形、冬期主風向等の諸条件により橋梁の片
側にのみ堆雪のある場合は橋梁の片側にのみ下部
防護柵、分断柵を設置すれば良い。橋梁1全体が
埋設するようなところはほぼ全長にわたつて下部
防護柵、分断柵を設ける。
If there is snow on only one side of the bridge due to various conditions such as topography and main wind direction in winter, it is only necessary to install a lower protective fence and dividing fence on one side of the bridge. In areas where the entire bridge 1 is buried, a lower protective fence and dividing fence will be installed along almost the entire length.

本発明は以上の如く具現されているものである
がその作用効果を説明すると橋梁1上の積雪及び
周囲の積雪は一体となつて沈降しようとするも橋
梁上の積雪と周囲の積雪とは分断柵10,10′
によつて第2図の如く橋梁1上の積雪Aと左右外
側部の積雪B,B′とに分断され、且下部防護柵
5によつて橋梁1の側部は側面雪圧の影響を受け
ることがなく、橋梁1にかゝる荷重は橋梁1上の
積雪荷重のみであり、加えて垂直荷重のみであつ
て橋梁1は損傷することなく安全に管理される。
The present invention is embodied as described above, and to explain its operation and effect, the snow on the bridge 1 and the surrounding snow tend to settle together, but the snow on the bridge and the surrounding snow are separated. Fence 10,10'
As shown in Figure 2, the snow on the bridge 1 is divided into snow A and snow on the left and right sides B and B', and the lower protective fence 5 causes the sides of the bridge 1 to be affected by lateral snow pressure. The load on the bridge 1 is only the snow load on the bridge 1, and in addition, it is only the vertical load, so the bridge 1 can be managed safely without being damaged.

下部防護柵5に金網9,9′を使用したこと即
ち透過率を有すること、及び分断柵10,10′
の柵体11,11′…に間隔を設けて透過率を持
たせたことは風圧による構築物の耐久性と構築物
の経済性を加味したものである。
The lower protective fence 5 uses wire mesh 9, 9', that is, has transmittance, and the divided fences 10, 10'
The reason why the fence bodies 11, 11', .

冬期間以外の季節には分断柵10,10′は容
易に分解でき、自然の美感を損なうことがない。
The dividing fences 10, 10' can be easily disassembled in seasons other than winter, and the natural beauty will not be spoiled.

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

第1図は本発明装置の側面説明図、第2図は同
正面縦断面図で第3図は要部の部分拡大図であ
る。 1は橋梁、3は橋桁、4は下部防護柵、6,
6′…は支柱、9,9′は金網、10,10′は分
断柵、11,11′…は柵柱、13,13′…は柵
体。
FIG. 1 is an explanatory side view of the apparatus of the present invention, FIG. 2 is a front vertical sectional view thereof, and FIG. 3 is a partially enlarged view of the main parts. 1 is the bridge, 3 is the bridge girder, 4 is the lower protection fence, 6,
6'... are posts, 9, 9' are wire meshes, 10, 10' are dividing fences, 11, 11'... are fence posts, 13, 13'... are fence bodies.

Claims (1)

【特許請求の範囲】[Claims] 1 橋梁の片側或は両側部の地面の斜面に、該橋
梁の側面を防護する下部防護柵の支柱を立設し、
この防護柵の支柱には当該橋梁上の積雪と橋梁の
片側或は両側部方向における外部の積雪とを分断
する高さの分断柵を取外し自在に立設した橋梁上
積雪の沈降力分断装置。
1. Erect the pillars of the lower protection fence to protect the sides of the bridge on the slope of the ground on one or both sides of the bridge,
A device for dividing the settling force of snow on a bridge is provided on the pillars of this protective fence with a dividing fence having a height that separates the snow on the bridge from the snow on one side or both sides of the bridge.
JP12205681A 1981-08-04 1981-08-04 Apparatus for dividing precipitation force of snow accumulated on bridge structure Granted JPS5824005A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12205681A JPS5824005A (en) 1981-08-04 1981-08-04 Apparatus for dividing precipitation force of snow accumulated on bridge structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12205681A JPS5824005A (en) 1981-08-04 1981-08-04 Apparatus for dividing precipitation force of snow accumulated on bridge structure

Publications (2)

Publication Number Publication Date
JPS5824005A JPS5824005A (en) 1983-02-12
JPS633082B2 true JPS633082B2 (en) 1988-01-21

Family

ID=14826520

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12205681A Granted JPS5824005A (en) 1981-08-04 1981-08-04 Apparatus for dividing precipitation force of snow accumulated on bridge structure

Country Status (1)

Country Link
JP (1) JPS5824005A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6191862B1 (en) 1999-01-20 2001-02-20 Lightlab Imaging, Llc Methods and apparatus for high speed longitudinal scanning in imaging systems

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53100630A (en) * 1977-02-14 1978-09-02 Teruo Adachi Snowwplogh device

Also Published As

Publication number Publication date
JPS5824005A (en) 1983-02-12

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