JPH0532598Y2 - - Google Patents

Info

Publication number
JPH0532598Y2
JPH0532598Y2 JP1986118210U JP11821086U JPH0532598Y2 JP H0532598 Y2 JPH0532598 Y2 JP H0532598Y2 JP 1986118210 U JP1986118210 U JP 1986118210U JP 11821086 U JP11821086 U JP 11821086U JP H0532598 Y2 JPH0532598 Y2 JP H0532598Y2
Authority
JP
Japan
Prior art keywords
concrete
wall member
hole
wall members
wall
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
Application number
JP1986118210U
Other languages
Japanese (ja)
Other versions
JPS6327526U (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 JP1986118210U priority Critical patent/JPH0532598Y2/ja
Publication of JPS6327526U publication Critical patent/JPS6327526U/ja
Application granted granted Critical
Publication of JPH0532598Y2 publication Critical patent/JPH0532598Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案はプレキヤストコンクリート製の防護
柵に関する。
[Detailed description of the invention] [Industrial application field] This invention relates to a protective fence made of precast concrete.

〔従来の技術および問題点〕[Conventional technology and problems]

従来プレキヤストコンクリート製の防護柵も
種々提案、実施されているが、掘削等の設置作業
に手間どるうえ、支持地盤の状態に合わせて基礎
部の形状等を変える必要もあり、臨機応変に対応
できない。
Various protective fences made of precast concrete have been proposed and implemented in the past, but they require time-consuming installation work such as excavation, and it is also necessary to change the shape of the foundation depending on the condition of the supporting ground, so it is necessary to respond flexibly to the situation. Can not.

また部材の軽量化等改良の余地が多々ある。 There is also much room for improvement, such as reducing the weight of the members.

この考案は以上の問題点を解決すべく案出され
たもので、部材の軽量化とともに、組立が容易で
あり、工期が短かく、掘削等の作業も少なく、支
持地盤の状態にフレキシブルに対応できるコンク
リート製防護柵を提供することを目的とする。
This idea was devised to solve the above problems, and in addition to reducing the weight of the components, it is easy to assemble, the construction period is short, there is less work such as excavation, and it can be flexibly adapted to the conditions of the supporting ground. The purpose is to provide concrete protective fences that can be used.

〔問題点を解決するための手段〕[Means for solving problems]

この考案は、側面に接合仕口を有し、かつ頂部
を屈曲するとともに、肉抜き孔を有する複数のコ
ンクリート製壁部材を水平方向に連続して配置
し、壁部材どおしの側面下部を、上面長手方向に
凹溝を形成してありかつ一定間隔を置いて配置し
たコンクリートブロツクに嵌入し、壁部材下部と
凹溝との隙間に現場打ちモルタルを充填して固定
してあることを特徴とする。
This idea involves arranging multiple concrete wall members in series in the horizontal direction, each having joints on the sides, bent tops, and lightening holes. It is characterized by being fitted into concrete blocks with grooves formed in the longitudinal direction of the upper surface and placed at regular intervals, and fixed by filling the gap between the lower part of the wall member and the grooves with cast-in-place mortar. shall be.

〔実施例〕〔Example〕

以下、この考案を図面に示す実施例に基いて説
明する。
This invention will be explained below based on embodiments shown in the drawings.

第1図はコンクリート製防護柵の実施例を示す
もので、主にコンクリートブロツク1と壁部材2
とから構成されている。コンクリートブロツク1
には上面長手方向に凹溝3が形成されており、上
端面が地盤線よりやや突出するように一定間隔を
おいて複数地中に埋設されている。このコンクリ
ートブロツク1の凹溝3内には、複数のプレキヤ
ストコンクリート製の壁部材2どおしの側面下部
が嵌入されており、壁部材2は水平方向に連続し
て配置される。壁部材2下部と凹溝3との隙間に
は現場打ちモルタル4を充填して固定する。
Figure 1 shows an example of a concrete protective fence, mainly consisting of a concrete block 1 and a wall member 2.
It is composed of. concrete block 1
Concave grooves 3 are formed in the longitudinal direction of the upper surface, and a plurality of grooves 3 are buried in the ground at regular intervals so that the upper end surface slightly protrudes from the ground line. The lower side surfaces of a plurality of precast concrete wall members 2 are fitted into the groove 3 of the concrete block 1, and the wall members 2 are arranged continuously in the horizontal direction. The gap between the lower part of the wall member 2 and the groove 3 is filled with cast-in-place mortar 4 and fixed.

コンクリートブロツク1の大きさ、形状等は、
地盤の状態、壁部材2の重量等により最適なもの
に設定する。また、壁部材2は通常のコンクリー
ト板のほか、フアイバーコンクリート板、もみが
らコンクリート板等で形成する。
The size, shape, etc. of concrete block 1 are as follows.
It is set to the optimum value depending on the condition of the ground, the weight of the wall member 2, etc. Further, the wall member 2 is formed of a fiber concrete board, a rice husk concrete board, etc. in addition to a normal concrete board.

第2図〜第5図は、壁部材2の第1実施例を示
すものである。
2 to 5 show a first embodiment of the wall member 2. FIG.

この実施例は壁部材2の頂部を曲線状断面をな
すよう屈曲して形成したもので第3図に示すよう
に肉抜き用の小判形の孔5を形成したり、第4図
に示すように中央に縦リブ6を設けてもよく、第
5図に示すように長さを大きくとることもでき
る。また、壁部材2の側面には、接合仕口として
凹部7と凸部8が形成されている。
In this embodiment, the top of the wall member 2 is bent to form a curved cross section, and an oval-shaped hole 5 for thinning is formed as shown in FIG. A vertical rib 6 may be provided in the center, and the length may be increased as shown in FIG. Furthermore, a concave portion 7 and a convex portion 8 are formed on the side surface of the wall member 2 as a joint.

第6図〜第9図は、壁部材2の第2実施例を示
すもので、第6図は上端にひさし状の曲折部9を
形成し台形状の孔10をあけたものである。第7
図は上端にRを形成し、小判形の孔5をあけると
ともに両側面に縁端部11を形成したものであ
る。第8図は側部に嵌合用の切欠き部13または
突出部12を設けたものである。第9図は壁部材
2を中央で斜めに分割して2ピースとし、各ピー
スに三角形の孔をあけたものである。
6 to 9 show a second embodiment of the wall member 2. In FIG. 6, an eave-like bent portion 9 is formed at the upper end and a trapezoidal hole 10 is bored. 7th
In the figure, the upper end is rounded, an oval hole 5 is formed, and edge portions 11 are formed on both sides. In FIG. 8, a notch 13 or a protrusion 12 for fitting is provided on the side. In FIG. 9, the wall member 2 is diagonally divided in the center into two pieces, and each piece has a triangular hole.

第10図〜第19図は、壁部材2の第3の実施
例を示すもので、上端を前方に少し突出させてあ
る。第10図〜第11図は中央に矩形状の孔15
をあけ、側部に嵌合用の切欠き部13を設けたも
ので第12図、第13図は側部をフラツトにした
ものである。第16図、第17図は上部両側を傾
斜させ、多角形状の孔16を2つあけたものであ
る。第14図、第15図は、両側部に縁端部17
を形成し、丸孔18をあけたものである。第18
図、第19図は側部に切欠き部または突出部を形
成し菱形の孔をあけたものである。
10 to 19 show a third embodiment of the wall member 2, in which the upper end is slightly protruded forward. Figures 10 and 11 show a rectangular hole 15 in the center.
12 and 13, the side portions are made flat. In FIGS. 16 and 17, both sides of the upper part are inclined and two polygonal holes 16 are formed. 14 and 15 show edge portions 17 on both sides.
, and a round hole 18 is drilled therein. 18th
19 shows a case in which a notch or protrusion is formed on the side and a diamond-shaped hole is bored.

第20図〜第21図は壁部材2の第4実施例を
示すもので、傾斜地用に平行四辺形状にしたもの
である。傾斜が一定の場合は第20図、第21図
に示すように側部に嵌合用の切欠き部13または
突出部12を形成するとより有効である。
Figures 20 and 21 show a fourth embodiment of the wall member 2, which has a parallelogram shape for use on sloped areas. When the inclination is constant, it is more effective to form a notch 13 or a protrusion 12 for fitting on the side as shown in FIGS. 20 and 21.

第24図、第25図は、壁部材2相互を継手金
具20で連結したものである。継手金具20は各
壁部材2の側部に2コずつ取付け、接合する相互
の継手金具20をボルト・ナツト等で結合する。
継手箇所は後にモルタル等を充填して塞いでお
く。
24 and 25 show wall members 2 connected to each other by a joint fitting 20. In FIG. Two fittings 20 are attached to the sides of each wall member 2, and the fittings 20 to be joined are connected with bolts, nuts, etc.
The joints are later filled with mortar, etc. to seal them.

〔考案の効果〕[Effect of idea]

1 壁部材は一定間隔に配置したコンクリートブ
ロツクで壁部材の接合部で支持する構成である
ので、コンクリートブロツクの重量も少なく、
掘削等の作業が少なくてすみ、組立ても容易で
ある。
1. The wall members are concrete blocks arranged at regular intervals and supported at the joints of the wall members, so the weight of the concrete blocks is small.
It requires less work such as digging and is easy to assemble.

2 壁部材は接合仕口により横方向の連結組立て
も容易である。
2. Wall members can be easily connected and assembled in the lateral direction using joints.

3 壁部材は頂部を屈曲することにより、曲げ剛
性を大きくするとともに肉抜き孔によつて軽量
化ができる。
3. By bending the top of the wall member, the bending rigidity can be increased, and the weight can be reduced by using the lightening holes.

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

第1図はコンクリート製防護柵の実施例を示す
斜視図、第2,3,4,5,6,7,8,9図は
壁部材の種々の実施例を示す斜視図、第10図、
第12図、第14図、第16図、第18図、第2
0、第22図はそれぞれ壁部材の他の実施例を示
す正面図、第11図、第13図、第15図、第1
7図、第19図、第21図、第23図は同じく側
面図、第24図は壁部材の連結状態を示す斜視
図、第25図は壁部材と継手金物との取付関係を
示す斜視図である。 1……コンクリートブロツク、2……壁部材、
3……凹溝、4……現場打ちコンクリート、5…
…孔、6……縦リブ、7……凹部、8……凸部、
9……曲折部、10……孔、11……端縁部、1
2……突出部、13……切欠き部、14……孔、
15……孔、16……孔、17……縁端部、18
……丸孔、19……孔、20……継手金具。
Fig. 1 is a perspective view showing an example of a concrete protective fence; Figs. 2, 3, 4, 5, 6, 7, 8, and 9 are perspective views showing various examples of wall members; Fig. 10;
Figure 12, Figure 14, Figure 16, Figure 18, Figure 2
0 and 22 are front views showing other embodiments of the wall member, FIG. 11, FIG. 13, FIG. 15, and FIG.
7, 19, 21, and 23 are side views, FIG. 24 is a perspective view showing the connected state of the wall member, and FIG. 25 is a perspective view showing the attachment relationship between the wall member and the joint hardware. It is. 1... Concrete block, 2... Wall member,
3... Groove, 4... Cast-in-place concrete, 5...
... hole, 6 ... vertical rib, 7 ... recess, 8 ... convex part,
9...Bending part, 10...Hole, 11...Edge part, 1
2... Protrusion, 13... Notch, 14... Hole,
15... Hole, 16... Hole, 17... Edge, 18
...Round hole, 19...hole, 20...joint fitting.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 側面には接合仕口を有し、かつ頂部を屈曲する
とともに肉抜き孔を有する複数のコンクリート製
壁部材を水平方向に連続して配置し、壁部材どお
しの側面下部を、上面長手方向に凹溝を形成して
ありかつ一定間隔を置いて配置したコンクリート
ブロツクに嵌入し、壁部材下部と凹溝との隙間に
現場打ちモルタルを充填して固定してあることを
特徴とするコンクリート製防護柵。
A plurality of concrete wall members having joint joints on the side surfaces, bent tops, and lightening holes are arranged in series in the horizontal direction, and the lower sides of the wall members are connected in the longitudinal direction of the upper surface. Made of concrete, which is fitted into concrete blocks having grooves formed therein and placed at regular intervals, and is fixed by filling the gap between the lower part of the wall member and the grooves with cast-in-place mortar. Protective fence.
JP1986118210U 1986-07-31 1986-07-31 Expired - Lifetime JPH0532598Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1986118210U JPH0532598Y2 (en) 1986-07-31 1986-07-31

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1986118210U JPH0532598Y2 (en) 1986-07-31 1986-07-31

Publications (2)

Publication Number Publication Date
JPS6327526U JPS6327526U (en) 1988-02-23
JPH0532598Y2 true JPH0532598Y2 (en) 1993-08-20

Family

ID=31004450

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1986118210U Expired - Lifetime JPH0532598Y2 (en) 1986-07-31 1986-07-31

Country Status (1)

Country Link
JP (1) JPH0532598Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017089197A (en) * 2015-11-09 2017-05-25 篠原コンクリート工業株式会社 Engagement type block fence

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5174446A (en) * 1974-12-24 1976-06-28 Masanari Nishimura Teien oyobi kyokaiyonohekibanshikoho
JPS5544118U (en) * 1978-09-14 1980-03-22

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5174446A (en) * 1974-12-24 1976-06-28 Masanari Nishimura Teien oyobi kyokaiyonohekibanshikoho
JPS5544118U (en) * 1978-09-14 1980-03-22

Also Published As

Publication number Publication date
JPS6327526U (en) 1988-02-23

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