JPH0230493Y2 - - Google Patents
Info
- Publication number
- JPH0230493Y2 JPH0230493Y2 JP1983187275U JP18727583U JPH0230493Y2 JP H0230493 Y2 JPH0230493 Y2 JP H0230493Y2 JP 1983187275 U JP1983187275 U JP 1983187275U JP 18727583 U JP18727583 U JP 18727583U JP H0230493 Y2 JPH0230493 Y2 JP H0230493Y2
- Authority
- JP
- Japan
- Prior art keywords
- arch
- split
- unit plates
- small beams
- large number
- 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
Links
Landscapes
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Description
【考案の詳細な説明】
[産業上の利用分野]
この考案は防雪、防風等のために道路に架設す
るプレハブPCシエルターに関する。[Detailed description of the invention] [Industrial application field] This invention relates to a prefabricated PC shelter that is built on roads for snow protection, wind protection, etc.
[従来の技術と考案が解決しようとする課題]
従来のシエルターは鋼製のものが知られている
が、これは施工が煩雑で工期が長期化するため工
費が高くなる上に腐食が甚だしく維持、補修に多
大の費用を投じなくてはならないのが実状であ
る。[Problems to be solved by conventional technology and ideas] Conventional shelters are known to be made of steel, but this is complicated and takes a long time to construct, which increases construction costs and is subject to severe corrosion. The reality is that a large amount of money must be spent on repairs.
そこで交通を遮断することなしに容易に架設で
き、しかも耐久性に優れかつ美的なシエルターを
提供することを目的とする。 Therefore, the object of the present invention is to provide a shelter that can be easily erected without blocking traffic, has excellent durability, and is aesthetically pleasing.
[課題を解決するための手段]
本考案は交差状の小梁を外面に突設した分割ア
ーチ形ユニツト板を多数備え、その分割アーチ形
ユニツト板によりアーチ形構を形成し、アーチ形
構の長さ方向の多数の分割アーチ形ユニツト板を
前記長さ方向の小梁を通る横締用PC鋼材により
緊結して、アーチ形構の外面に交差状小梁を設け
内面をほぼ平坦になしたものである。[Means for Solving the Problems] The present invention includes a large number of split arch unit plates with intersecting small beams protruding from the outside, and forms an arch structure with the split arch unit plates. A large number of divided arch-shaped unit plates in the longitudinal direction are tied together using PC steel members for horizontal tightening that pass through the small beams in the longitudinal direction, and cross-shaped small beams are provided on the outer surface of the arch structure to make the inner surface almost flat. It is something.
[実施例] 次に実施例を添付図面により説明する。[Example] Next, embodiments will be described with reference to the accompanying drawings.
第1図〜第3図のように高強度コンクリートで
成形されたアーチ形構の分割アーチ形ユニツト板
1を工場で製造して多数備え、その分割アーチ形
ユニツト板1によりアーチ形構2を現場にて形成
し、アーチ形構2の長さ方向に突き合せ状態で連
設した多数の分割アーチ形ユニツト板1を間隔毎
に配設された複数の横締用PC鋼材3例えばアン
ボンドPC鋼棒により緊結している。また分割ア
ーチ形ユニツト板1の外面側に彎曲方向と直線方
向の小梁4,4aが交叉して形成され内面側をほ
ぼ平坦部5になしており一部の直線方向の小梁4
aにはPC鋼材3が貫通している。なおPC鋼材3
はプレストレストコンクリート鋼材とコンクリー
トが付着しないようにアスフアルト又はタール等
が被覆されたアンボンドPC鋼材を示したが、シ
ースを用いたポストテンシヨンPC鋼材を用いて
もよい。また分割アーチ形ユニツト板1は繊維材
を含有した高強度コンクリートで成形してもよ
い。また分割アーチ形ユニツト板1の下端部6は
基礎7に埋込み固定とすると共に、上端突合せ部
8はボルト、ナツト等の止着部材9により緊結し
ている。なお、分割アーチ形ユニツト板1には多
数の窓孔10が散在しており、各窓孔10には外
面側からあるいは内面側から適宜手段例えば止着
部材あるいは嵌合部材等を介在して合成樹脂板等
の透明あるいは半透明の化粧板11が装着されて
採光可能な採光窓12が形成されている。図中1
3は分割アーチ形ユニツト板1の一方の突合せ端
部の下部に設けたフランジ部である。 As shown in Figures 1 to 3, a large number of split arch unit plates 1 with an arch shape formed of high-strength concrete are manufactured in a factory and provided, and the arch structure 2 is constructed on-site using the split arch unit plates 1. A large number of divided arch-shaped unit plates 1 are formed in parallel in the longitudinal direction of the arch-shaped structure 2, and a plurality of horizontally tightening PC steel members 3 are arranged at intervals, for example, unbonded PC steel bars. We are closely tied together. Further, small beams 4, 4a in the curved direction and in the straight direction are formed on the outer surface side of the split arch-shaped unit plate 1 so that the small beams 4, 4a in the curved direction and the straight direction intersect, and the inner surface side is made into a substantially flat part 5, and some of the small beams 4 in the linear direction
The PC steel material 3 penetrates through a. In addition, PC steel material 3
showed unbonded PC steel coated with asphalt or tar to prevent adhesion between prestressed concrete steel and concrete, but post-tensioned PC steel using a sheath may also be used. Further, the divided arch-shaped unit plate 1 may be formed of high-strength concrete containing fiber material. The lower end 6 of the split arch unit plate 1 is embedded and fixed in the foundation 7, and the upper end abutting portion 8 is tightly fastened by a fastening member 9 such as a bolt or nut. Note that the divided arch-shaped unit plate 1 has a large number of window holes 10 scattered therein, and each window hole 10 can be assembled from the outside or the inside using appropriate means such as a fastening member or a fitting member. A transparent or semi-transparent decorative board 11 such as a resin board is attached to form a lighting window 12 that allows sunlight to enter. 1 in the diagram
Reference numeral 3 denotes a flange portion provided at the lower part of one abutting end of the split arch unit plate 1.
上述した実施例において、高強度コンクリート
で成形されたアーチ形構の分割アーチ形ユニツト
板1によりアーチ形構2を形成し、アーチ形構2
の長さ方向の多数の分割アーチ形ユニツト板1を
横締用PC鋼材3により緊結し、また分割アーチ
形ユニツト板1の外面側に彎曲方向と直線方向の
小梁4,4aが交叉して突出形成されているた
め、大きな耐荷重を得ることができる。つまり、
第4図に示すようにアーチ形構上に雪や落石等に
よる大きな荷重が加わつた場合には、矢印に示す
ように周方向の小梁4に引張応力が発生し、外面
に突出した小梁4によつて十分な耐力を発揮する
ことができ、万一クラツクを生じることがあつて
も先ず厚肉の小梁4部分にクラツクを発生するた
め分割アーチ形ユニツト板1を貫通するクラツク
が発生することを防止することができる。これに
対し、小梁がアーチ形構の内面に突設され外面が
平坦に形成されているものではアーチ形構上に大
きな荷重が加わつてクラツクを生じた場合、この
クラツクは分割アーチ形ユニツト板1の小梁を有
しない薄肉部分に生じるため貫通クラツクとなり
容易に破壊され危険であるが、本考案はこのよう
な問題を解消でき安全性に優れたものである。ま
た軽量なプレハブコンクリートシエルターとなり
交通を遮断することなく現場で容易に架設施工で
きると共に、維持補修の工費が削減できしかも横
締用PC鋼材3により多数の分割アーチ形ユニツ
ト板1を緊結してアーチ形構2を架設し得るため
堅牢なものになり、また内面が平坦部5のため運
転者等の視野に美的な平坦部5が認められ運転し
易くなり、採光窓12により構内も明るいものに
なり、加えて小梁4,4aが外面であるため横締
用PC鋼材3の取付緊張が容易になる。 In the embodiment described above, the arch structure 2 is formed by the arch-shaped split arch unit plate 1 made of high-strength concrete.
A large number of split arch-shaped unit plates 1 in the length direction are tied together by PC steel members 3 for horizontal tightening, and small beams 4, 4a in the curved direction and the straight direction are intersected on the outer surface side of the split arch-shaped unit plate 1. Since it is formed protrudingly, a large load capacity can be obtained. In other words,
As shown in Figure 4, when a large load is applied to the arch structure due to snow, falling rocks, etc., tensile stress is generated in the circumferential small beams 4 as shown by the arrows, and the small beams protrude outward. 4, sufficient strength can be exerted, and even if a crack were to occur, the crack would occur first in the 4 parts of the thick-walled small beams, and thus the crack would penetrate through the split arch unit plate 1. This can be prevented. On the other hand, in the case where the small beams protrude from the inner surface of the arch structure and the outer surface is flat, if a large load is applied to the arch structure and a crack occurs, the crack will be replaced by the split arch unit plate. Since the crack occurs in a thin part without a small beam, it becomes a through crack and is easily destroyed, which is dangerous, but the present invention solves this problem and is highly safe. In addition, it is a lightweight prefabricated concrete shelter that can be easily erected on site without blocking traffic, and maintenance and repair costs can be reduced.Moreover, a large number of divided arch-shaped unit plates 1 can be tied together using the PC steel material 3 for horizontal tightening. Since the structure 2 can be constructed, it becomes sturdy, and since the inner surface is flat, the aesthetically flat part 5 can be seen in the driver's field of view, making it easier to drive, and the lighting window 12 makes the premises brighter. In addition, since the small beams 4 and 4a are on the outside surface, it becomes easy to install and tighten the horizontal tightening PC steel material 3.
[考案の効果]
この考案は上記のとおり交差状の小梁を外面に
突設した分割アーチ形ユニツト板を多数備え、そ
の分割アーチ形ユニツト板によりアーチ形構を形
成し、アーチ形構の長さ方向の多数の分割アーチ
形ユニツト板を前記長さ方向の小梁を通る横締用
PC鋼材により緊結して、アーチ形構の外面に交
差状小梁を設け内面をほぼ平坦になしてなるた
め、アーチ形構の外面に突設した小梁によつて大
きな耐荷重を有して貫通クラツクの発生を防止で
き、高い安全性を備え、さらに軽量なプレハブ式
コンクリートシエルターとなるから交通を遮断す
ることなく現場で容易に組立て架設できると共
に、腐食の心配が無いため従来多大な費用を要し
ていた維持補修の工費が削減でき、また長さ方向
のPC鋼材により緊結することによつてアーチ形
構が簡単かつ堅牢に架設できる。また運転者等は
美的な平坦部を視認しながら走行できるため運転
操作し易い。[Effects of the device] As mentioned above, this device is equipped with a large number of divided arch-shaped unit plates with intersecting small beams projecting from the outside, and the divided arch-shaped unit plates form an arch shape, and the length of the arch shape is increased. For horizontal tightening of multiple split arch unit plates in the longitudinal direction through the small beams in the longitudinal direction.
It is made of prestressed steel and has cross-shaped small beams on the outer surface of the arch structure, making the inner surface almost flat, so it has a large load capacity due to the small beams protruding from the outer surface of the arch structure. Since it is a prefabricated concrete shelter that can prevent penetration cracks, is highly safe, and is lightweight, it can be easily assembled and erected on site without blocking traffic, and there is no need to worry about corrosion, which saves a lot of money in the past. The required maintenance and repair costs can be reduced, and the arch structure can be easily and robustly erected by being tied together with longitudinal prestressing steel. In addition, the driver can drive while viewing the aesthetically flat area, making it easier to operate the vehicle.
第1図は全体断面図、第2図は平面図、第3図
は要部の断面図、第4図は引張応力を示す説明図
である。
1……分割アーチ形ユニツト板、2……アーチ
形構、3……横締用PC鋼材、4,4a……小梁、
5……平坦部。
FIG. 1 is an overall sectional view, FIG. 2 is a plan view, FIG. 3 is a sectional view of a main part, and FIG. 4 is an explanatory diagram showing tensile stress. 1... Divided arch-shaped unit plate, 2... Arch-shaped structure, 3... PC steel material for horizontal tightening, 4, 4a... Small beam,
5... Flat area.
Claims (1)
ニツト板を多数備え、その分割アーチ形ユニツト
板によりアーチ形構を形成し、アーチ形構の長さ
方向の多数の分割アーチ形ユニツト板を前記長さ
方向の小梁を通る横締用PC鋼材により緊結して、
アーチ形構の外面に交差状小梁を設け内面をほぼ
平坦になしたことを特徴とするプレハブPCシエ
ルター。 It is equipped with a large number of split arch unit plates with intersecting small beams protruding from the outside, the split arch unit plates form an arch structure, and a large number of split arch unit plates are arranged in the length direction of the arch shape. It is tightened by a PC steel material for horizontal tightening passing through the small beam in the length direction,
A prefabricated PC shelter that features an arched structure with intersecting beams on the outside and an almost flat inside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18727583U JPS6096413U (en) | 1983-12-03 | 1983-12-03 | Prefab PC shelter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18727583U JPS6096413U (en) | 1983-12-03 | 1983-12-03 | Prefab PC shelter |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6096413U JPS6096413U (en) | 1985-07-01 |
| JPH0230493Y2 true JPH0230493Y2 (en) | 1990-08-16 |
Family
ID=30404288
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP18727583U Granted JPS6096413U (en) | 1983-12-03 | 1983-12-03 | Prefab PC shelter |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6096413U (en) |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59192911U (en) * | 1983-06-06 | 1984-12-21 | ピ−・エス・コンクリ−ト株式会社 | Precast concrete snow shelter |
-
1983
- 1983-12-03 JP JP18727583U patent/JPS6096413U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6096413U (en) | 1985-07-01 |
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