JPS6328285Y2 - - Google Patents

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Publication number
JPS6328285Y2
JPS6328285Y2 JP4606082U JP4606082U JPS6328285Y2 JP S6328285 Y2 JPS6328285 Y2 JP S6328285Y2 JP 4606082 U JP4606082 U JP 4606082U JP 4606082 U JP4606082 U JP 4606082U JP S6328285 Y2 JPS6328285 Y2 JP S6328285Y2
Authority
JP
Japan
Prior art keywords
concrete
main
channel steel
pillar
main support
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
JP4606082U
Other languages
Japanese (ja)
Other versions
JPS58148147U (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 JP4606082U priority Critical patent/JPS58148147U/en
Publication of JPS58148147U publication Critical patent/JPS58148147U/en
Application granted granted Critical
Publication of JPS6328285Y2 publication Critical patent/JPS6328285Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 本考案はコンクリート製防護柵に関するもので
ある。
[Detailed description of the invention] The present invention relates to a concrete protective fence.

一般に、原子力発電所や空港などにおける重要
施設の周りには、部外者の不法進入あるいは事故
防止などの対策として、例えばブロツク屏構造の
防護壁や有刺鉄線などを利用した防護柵等が設け
られている。
Generally, around important facilities such as nuclear power plants and airports, protective fences using block-folding structures, barbed wire, etc. are installed as a measure to prevent illegal entry by outsiders or accidents. It is being

ところで、このような防護壁や防護柵等におい
ては、現場での構築が簡単でかつ保守等に手間や
経費がかからず、また不法進入者などの早期発見
に対し都合の良い構造であることも必要である
が、その本来の目的からは当然、容易に進入され
たり進入の目的で破壊されたりしにくい構造であ
ることが大切である。このことは、前述の原子力
発電所や空港などのように大規模でかつ社会的影
響の大きい重要施設などにおいては特に重要な要
素となつている。
By the way, such protective walls and fences are easy to construct on-site, require no effort or expense to maintain, and are convenient for early detection of illegal trespassers. However, from its original purpose, it is of course important that the structure is difficult to be easily penetrated or destroyed for the purpose of penetration. This is a particularly important factor in large-scale and important facilities that have a large social impact, such as the aforementioned nuclear power plants and airports.

この点、従来の防護壁や防護柵等においては解
決すべき問題がある。すなわち、例えば前述した
ブロツク屏構造の防護壁では、比較的破壊されに
くい利点はあるが、ほとんどが現場での構築作業
となるためその分、構築に手間がかかる他、防護
壁の内側からは外側の様子が分かりにくい欠点が
あり、また有刺鉄線などを利用した防護柵では、
構築が簡単である反面、容易に破壊されてしまう
などの欠点がある。
In this respect, there are problems that need to be solved in conventional protective walls and fences. In other words, for example, the above-mentioned protective wall with a block folding structure has the advantage of being relatively difficult to destroy, but most of the construction work is done on-site, so it takes more time to construct it, and it is also difficult to construct it from the inside of the protective wall to the outside. The disadvantage is that it is difficult to see the situation, and protective fences using barbed wire etc.
Although it is easy to construct, it has the disadvantage of being easily destroyed.

本考案は、以上のような種々の問題点を考慮し
てなされたもので、特に、進入したり破壊したり
するのが非常に困難な構造であるとともに現場で
の構築がきわめて簡単であり、また不法進入者な
どの早期発見に対しても都合の良い構造となつた
コンクリート製防護柵を提供しようとするもので
ある。
The present invention was developed in consideration of the various problems mentioned above, and in particular, it has a structure that is extremely difficult to enter or destroy, and is extremely easy to construct on-site. It also aims to provide a concrete protective fence with a convenient structure for early detection of illegal trespassers.

以下、添付図面を参照し本考案の一実施例につ
いて詳述する。
Hereinafter, one embodiment of the present invention will be described in detail with reference to the accompanying drawings.

第1図は、本考案によるコンクリート製防護柵
を示すもので、全体として符号Aで示すこの防護
柵は、構築すべき地盤G上に同一構造の多数のコ
ンクリート柱1を相互に間隔をおいて立設すると
ともに、それらのコンクリート柱1を互いに連結
して構成されている。
Fig. 1 shows a concrete protective fence according to the present invention, and this protective fence, designated as a whole by the symbol A, consists of a large number of concrete pillars 1 of the same structure placed at intervals on the ground G to be constructed. It is constructed by erecting concrete columns 1 and connecting them to each other.

前記コンクリート柱1は、第2図にも示すよう
に、上端部が防護柵Aの外側へ向く方向へ曲げ形
成されたいわゆる忍び返し2aを有する垂直方向
部材としての主支柱2と、この主支柱2に対して
上部が一体化された斜方向部材としての補助支柱
3と、この補助支柱3および前記主支柱2のそれ
ぞれの下端部を一体に連結する水平方向部材とし
ての連結底部4とから主として構成されており、
図示例では側面から見て高さの高いほぼ直角三角
形の枠状とされている。
As shown in FIG. 2, the concrete column 1 includes a main column 2 as a vertical member having a so-called shingaeshi 2a whose upper end is bent toward the outside of the protective fence A, and this main column 2. It mainly consists of an auxiliary support 3 as a diagonal member whose upper part is integrated with the main support 2, and a connecting bottom 4 as a horizontal member that integrally connects the lower ends of the auxiliary support 3 and the main support 2. has been
In the illustrated example, the frame has a substantially right-angled triangular frame shape with a high height when viewed from the side.

そして、前記水平部材としての連結底部4の部
分が地盤G上に接地されかつ前記補助支柱3の部
分が防護柵の内側(保護すべき施設側)に位置す
る状態で相互に間隔αをおいて互いに連結されて
いる。この間隔αとしては人間が通り抜けられな
い程度、例えば100〜200mm位の間隔に設定されて
いる。この間隔αの形成手段として、実施例では
第3図に示すように、コンクリート柱1の片面側
における連結底部4の中央部、補助支柱3の中央
部、およびこの補助支柱3と連結底部4が交わる
コーナ部に対していわゆるスペーサとしての角柱
状の突部5,6および7がそれぞれ突出形成され
ている。
Then, the connection bottom 4 as the horizontal member is grounded on the ground G, and the auxiliary support 3 is located on the inside of the protective fence (on the side of the facility to be protected), with a distance α between them. are connected to each other. This interval α is set to a level that a person cannot pass through, for example, about 100 to 200 mm. In the embodiment, as shown in FIG. Prismatic protrusions 5, 6, and 7, each serving as a so-called spacer, are formed to protrude from the intersecting corner portions.

また、各コンクリート柱1同志の連結方法とし
て、コンクリート柱1の3つのコーナ部に対し、
コンクリート柱1の連結方向にそれぞれ貫通する
貫通孔8…を予め形成しておき、これらの貫通孔
8を利用して数個のコンクリート柱1…を1束に
して長尺の連結ボルト9でそれぞれ挿通した後、
両端をナツト10で止め、さらに隣り合うボルト
9の端部同志を例えばカプラー11等を介して結
合することによつて相互に連結する方法が採られ
ている(第4図参照)。なお、防護柵Aは一般に
相当規模となる場合が多いので、実際の構築作業
にあたつては、例えば第5図に示すように運搬や
クレーン12等による作業に支障をきたさない程
度の範囲内において複数個のコンクリート柱1を
連結して1つのブロツクA′となし、これを図示
のように現場において順次立設しつつ前述のカプ
ラー11等を介してブロツクA′同志を結合する
方法を採るのが好ましい。
In addition, as a method of connecting each concrete column 1 to each other, for the three corners of concrete column 1,
Through-holes 8 that pass through the concrete columns 1 in the connection direction are formed in advance, and using these through-holes 8, several concrete columns 1 are bundled together using long connecting bolts 9. After inserting
A method is adopted in which both ends are fastened with nuts 10 and the ends of adjacent bolts 9 are connected to each other via, for example, a coupler 11 (see FIG. 4). In addition, since the protective fence A is generally quite large, the actual construction work must be done within a range that does not interfere with transportation or work using the crane 12, etc., as shown in Figure 5, for example. A method is adopted in which a plurality of concrete columns 1 are connected to form one block A', which are sequentially erected at the site as shown in the figure, and the blocks A' are connected together via the coupler 11, etc. described above. is preferable.

第6図および第7図は、前記コンクリート柱1
における主支柱2の内部構造を示す正面図および
断面図である。主支柱2はコンクリート21によ
り断面矩形状に形成されているとともにその断面
の四隅近くには主支柱2の軸方向に延在する4本
の鉄筋22…がそれぞれ埋設され、さらにこれら
の鉄筋22にはこれらの鉄筋22を囲むフープ筋
23が主支柱2の軸方向に間隔をおいて多数固定
されている。また、主支柱2の4つの外面のう
ち、防護柵Aの外側になる面、つまり防護柵Aを
正面から見た場合における主支柱2の前面と、こ
の前面に続く両側面24a,24bの一部は、コ
ンクリート21と一体化された断面コ字状の薄い
薄形鋼25によつて形成されている。即ち、主支
柱2の前面が断面コ字状の溝形鋼25のウエブ部
分で被覆され、主支柱の前記前面に続く両側面2
4a,24bの一部が前記溝形鋼のフランジ25
a,25b部分でそれぞれ被覆されている。そし
て、この溝形鋼25の対向する一対のフランジ2
5a,25b間に前記4本の鉄筋22のうちの2
本が位置する構造とされ、さらにこの溝形鋼25
の両フランジ板25a,25bの互いに対向する
内面側の先端近くには、溝形鋼25の長手方向に
沿つて延在する波形状のラチス筋26の山と谷を
形成する湾曲部分がそれぞれ溶接止めされた構造
とされている。
6 and 7 show the concrete column 1
FIG. 2 is a front view and a sectional view showing the internal structure of the main support 2 in FIG. The main support 2 is formed of concrete 21 to have a rectangular cross section, and four reinforcing bars 22 extending in the axial direction of the main support 2 are buried near the four corners of the cross section. A large number of hoop reinforcements 23 surrounding these reinforcing bars 22 are fixed at intervals in the axial direction of the main column 2. Also, among the four outer surfaces of the main support 2, the surface that becomes the outside of the protective fence A, that is, the front of the main support 2 when the protective fence A is viewed from the front, and the side surfaces 24a and 24b that follow this front. The section is formed of a thin steel 25 having a U-shaped cross section and integrated with concrete 21. That is, the front surface of the main strut 2 is covered with a web portion of channel steel 25 having a U-shaped cross section, and both side surfaces 2 continuing from the front surface of the main strut 2 are
A part of 4a, 24b is the channel steel flange 25
The portions a and 25b are respectively covered. A pair of opposing flanges 2 of this channel steel 25
Two of the four reinforcing bars 22 between 5a and 25b
The structure is such that the book is located, and this channel steel 25
The curved portions forming the peaks and valleys of the wave-shaped lattice stripes 26 extending along the longitudinal direction of the channel steel 25 are welded near the ends of the mutually opposing inner surfaces of both flange plates 25a and 25b. It is said to be a closed structure.

このような構造の本考案による防護柵において
は、各コンクリート柱1の間隔αが人間が通れな
い程度に設定され、かつ各主支柱2が外側にそれ
ぞれ立地しているのに加えさらに補助支柱3が内
側に立地した構造のいわゆる二段構造となつてい
るので、例えば進入を図ろうとする者がハンマー
等で外側の主支柱2を仮に1本程度破壊したとし
ても次の段の支柱である補助支柱3までも破壊し
て内部に進入するのは非常に困難な行為となる。
すなわち、主支柱2を1本程度破壊しても、主支
柱2間の間隔はまだ十分にせまく、このためハン
マー等を振り上げて次の補助支柱3を破壊するこ
とがそのスペース上から難しく、したがつて主支
柱2を数本壊す必要が生じてくるためである。
In the protective fence according to the present invention having such a structure, the interval α between each concrete pillar 1 is set to such an extent that a person cannot pass through, and in addition to each main pillar 2 being located on the outside, there are additionally auxiliary pillars 3. Since it has a so-called two-tiered structure with the main pillars located on the inside, even if someone attempting to enter breaks one of the outer main pillars 2 with a hammer, etc. It would be extremely difficult to destroy even pillar 3 and enter the interior.
In other words, even if about one main column 2 is destroyed, the distance between the main columns 2 is still sufficiently small, and because of this, it is difficult to swing a hammer or the like to destroy the next auxiliary column 3 due to the space involved. This is because it will eventually become necessary to break several of the main columns 2.

また、特に本考案においては、主支柱2が第6
図および第7図に示すような構造となつているの
で、この主支柱2は破壊されにくい充分な強度お
よび衝撃(打撃等)に対する耐久力を備えてい
る。
In addition, especially in the present invention, the main support 2 is the sixth
Since it has the structure as shown in FIG. 7 and FIG. 7, the main support 2 has sufficient strength to be difficult to break and has durability against impact (blow, etc.).

すなわち、例えば第8図aに示すような一般的
な断面構造をもつコンクリート柱に対し、矢印P
の方向(正面)からハンマー等で打撃した場合、
同図b→c→dで示す形態でコンクリートが破壊
されてゆくことが実験的にも確められている。
That is, for example, for a concrete column with a general cross-sectional structure as shown in Figure 8a, arrow P
If you hit it with a hammer, etc. from the direction (front),
It has been experimentally confirmed that concrete is destroyed in the manner shown in b→c→d in the figure.

しかるに、本考案による主支柱2にあつては、
打撃等の衝撃が加えられる部分として予想(第7
図中矢印P方向から)される主支柱2の前面、お
よびこの前面に続く両側面の一部が溝形鋼25に
よつて覆われているので、仮にハンマー等で打撃
されたとしても、コンクリート21に伝わる衝撃
は溝形鋼25によつて吸収緩和される。また、溝
形鋼25内に鉄筋22が2本位置していると共に
両フランジ25a,25bにもラチス筋26が溶
接止めされている断面構造であるから、コンクリ
ート21の前面部、つまり溝形鋼25内のコンク
リート21は打撃によるかどかけやヒビ割れ等の
現象が発生しにくく、また仮に発生したとしても
両フランジ板25a,25bがコンクリート21
の側面も覆つているので、そのかどかけしたコン
クリート片等はそのまま溝形鋼25内に保たれる
ことになるなど、打撃に対する耐久力を効果的に
発揮する。
However, in the case of the main support 2 according to the present invention,
Predicted as the part where impact such as a blow will be applied (7th
Since the front surface of the main column 2 (from the direction of arrow P in the figure) and a portion of both side surfaces following this front surface are covered by the channel steel 25, even if it is hit with a hammer etc., the concrete will not be damaged. The impact transmitted to 21 is absorbed and alleviated by channel steel 25. Moreover, since the cross-sectional structure has two reinforcing bars 22 located within the channel steel 25 and lattice bars 26 are welded to both flanges 25a and 25b, the front part of the concrete 21, that is, the channel steel The concrete 21 inside the concrete 25 is unlikely to suffer from corner cracking or cracking due to impact, and even if it were to occur, both flange plates 25a and 25b would be damaged by the concrete 21.
Since the side surfaces of the groove steel 25 are also covered, the concrete pieces and the like that have been left behind are kept intact within the channel steel 25, effectively exhibiting durability against impact.

なお、実施例では、主支柱2の断面の四隅近く
に主支柱2の軸方向に延在する4本の鉄筋22…
を埋設し、また溝形鋼25の両フランジ25a,
25b間にラチス筋26を差し渡して溶接止めし
た例を示したが、この主支柱2の内部の配筋構造
としては種々の変形例が考えられ、例えば第9図
および第10図に示すように、鉄筋22を3本と
してそのうちの1本を溝形鋼25のフランジ25
a,25b間に、残りの2本を溝形鋼25の本体
板25cと対向する面(後面)側の2隅にそれぞ
れ埋設し、また溝形鋼25の本体板25cの内面
と前記2隅にそれぞれ位置する2本の鉄筋22,
22の間にラチス筋26′,26′を差し渡し溶接
止めする、などの配筋構造を採用しても良い。2
3はフープ筋を示す。
In the embodiment, four reinforcing bars 22 extending in the axial direction of the main support 2 are installed near the four corners of the cross section of the main support 2.
are buried, and both flanges 25a of the channel steel 25,
Although an example is shown in which the lattice reinforcement 26 is welded between the main struts 25b and 25b, various modifications can be made to the reinforcement structure inside the main strut 2. For example, as shown in FIGS. 9 and 10, , one of the three reinforcing bars 22 is attached to the flange 25 of the channel steel 25.
between a and 25b, the remaining two are buried in the two corners of the surface (rear surface) facing the main body plate 25c of the channel steel 25, and the inner surface of the main body plate 25c of the channel steel 25 and the two corners Two reinforcing bars 22 located respectively in
It is also possible to adopt a reinforcement structure in which lattice reinforcements 26', 26' are passed between 22 and fixed by welding. 2
3 indicates a hoop muscle.

以上詳述したように、本考案による防護柵は、
外側に立地する主支柱と内側に立地する補助支柱
とを備える同一構造の多数のコンクリート柱を相
互に間隔をおいて立設するとともにそれらのコン
クリート柱を互いに連結して成り、また前記主支
柱の前面および両側面の一部を溝部側にラチス筋
等を設けた溝形鋼で覆つた構造としたから、特に
進入の目的で破壊するのが極めて困難な構造とな
る。
As detailed above, the protective fence according to the present invention is
A large number of concrete columns of the same structure, each having a main column located on the outside and an auxiliary column located on the inside, are erected at intervals from each other, and these concrete columns are connected to each other. Since the front surface and a portion of both sides are covered with channel steel with lattice strips or the like provided on the groove side, the structure is extremely difficult to destroy, especially for the purpose of entering.

また、各コンクリート柱間には適宜の間隔(す
き間)が形成されているので進入者の早期発見に
対し好都合であり、さらに構築作業の面から見た
場合でも、コンクリート柱1を現場において1本
ずつあるいはブロツク式に順次立設しつつ連結し
て構築できるので現場における作業がきわめて簡
単かつ能率的であるなど種々の優れた効果があ
る。
In addition, appropriate intervals (gaps) are formed between each concrete pillar, which is convenient for early detection of intruders.Furthermore, from the perspective of construction work, it is convenient to install one concrete pillar 1 at the site. Since they can be constructed by erecting them one by one or in blocks and then connecting them, they have various excellent effects, such as extremely simple and efficient work on site.

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

第1図〜第8図は本考案の一実施例を示すもの
で、第1図は斜視図、第2図および第3図はコン
クリート柱の右側面図および斜視図、第4図はコ
ンクリート柱同志の連結方法を示す要部の正面
図、第5図は作業手順を示す説明図、第6図およ
び第7図は主支柱の一部省略正面図および横断面
図、第8図a,b,c,dは作用説明図、第9図
および第10図は本考案の他の実施例を示す一部
省略右側面図および横断面図である。 1……コンクリート柱、2……主支柱、3……
補助支柱、4……連結底部、5,6,7……突
部、8……貫通孔、9……連結ボルト、10……
ナツト、11……カプラー、21……コンクリー
ト、22……鉄筋、23……フープ筋、24a,
24b……側面、25……溝形鋼、25a,25
b……フランジ、26,26′……ラチス筋、A
……防護柵、G……地盤。
Figures 1 to 8 show an embodiment of the present invention, with Figure 1 being a perspective view, Figures 2 and 3 being a right side view and perspective view of a concrete column, and Figure 4 being a concrete column. Figure 5 is an explanatory diagram showing the work procedure; Figures 6 and 7 are a partially omitted front view and cross-sectional view of the main support; Figures 8a and b , c, and d are explanatory diagrams of the operation, and FIGS. 9 and 10 are a partially omitted right side view and cross-sectional view showing other embodiments of the present invention. 1...Concrete pillar, 2...Main pillar, 3...
Auxiliary support column, 4...Connection bottom, 5, 6, 7...Protrusion, 8...Through hole, 9...Connection bolt, 10...
Nut, 11...Coupler, 21...Concrete, 22...Reinforcement, 23...Hoop reinforcement, 24a,
24b... Side surface, 25... Channel steel, 25a, 25
b...Flange, 26, 26'...Lattice muscle, A
...protective fence, G...ground.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 保護すべき施設の外側に立地させるための主支
柱とこの主支柱よりも内側に立地させるための補
助支柱とを備えた同一構造の多数のコンクリート
柱を相互に間隔をおいて立設するとともに、それ
らのコンクリート柱を互いに連結して構成するコ
ンクリート製防護柵において、前記コンクリート
柱の主支柱は断面矩形状に形成され、かつ、この
主支柱の4つの外面のうち防護柵の外側になる前
面が断面コ字状の溝形鋼のウエブ部分で被覆さ
れ、主支柱の前記前面に続く両側面の一部が前記
溝形鋼のフランジ部分で被覆されていることを特
徴とするコンクリート製防護柵。
A large number of concrete pillars of the same structure are erected at intervals from each other, each having a main pillar to be located outside the facility to be protected and an auxiliary pillar to be located inside the main pillar. In a concrete protection fence constructed by connecting these concrete pillars to each other, the main support of the concrete pillar is formed in a rectangular cross-section, and the front surface, which is the outside of the protection fence, of the four outer surfaces of the main support is formed. What is claimed is: 1. A concrete protective fence, characterized in that the fence is covered with a web portion of channel steel having a U-shaped cross section, and a portion of both side surfaces of the main column following the front surface are covered with flange portions of the channel steel.
JP4606082U 1982-03-31 1982-03-31 Concrete protective fence Granted JPS58148147U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4606082U JPS58148147U (en) 1982-03-31 1982-03-31 Concrete protective fence

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4606082U JPS58148147U (en) 1982-03-31 1982-03-31 Concrete protective fence

Publications (2)

Publication Number Publication Date
JPS58148147U JPS58148147U (en) 1983-10-05
JPS6328285Y2 true JPS6328285Y2 (en) 1988-07-29

Family

ID=30057064

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4606082U Granted JPS58148147U (en) 1982-03-31 1982-03-31 Concrete protective fence

Country Status (1)

Country Link
JP (1) JPS58148147U (en)

Also Published As

Publication number Publication date
JPS58148147U (en) 1983-10-05

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