JPH07233660A - Columnar construction material - Google Patents

Columnar construction material

Info

Publication number
JPH07233660A
JPH07233660A JP5135294A JP5135294A JPH07233660A JP H07233660 A JPH07233660 A JP H07233660A JP 5135294 A JP5135294 A JP 5135294A JP 5135294 A JP5135294 A JP 5135294A JP H07233660 A JPH07233660 A JP H07233660A
Authority
JP
Japan
Prior art keywords
construction material
columnar
columnar construction
foundation
notched
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.)
Granted
Application number
JP5135294A
Other languages
Japanese (ja)
Other versions
JP2612415B2 (en
Inventor
Fumio Masuda
史男 増田
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.)
National House Industrial Co Ltd
Original Assignee
National House Industrial Co Ltd
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 National House Industrial Co Ltd filed Critical National House Industrial Co Ltd
Priority to JP6051352A priority Critical patent/JP2612415B2/en
Publication of JPH07233660A publication Critical patent/JPH07233660A/en
Application granted granted Critical
Publication of JP2612415B2 publication Critical patent/JP2612415B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Retaining Walls (AREA)
  • Fencing (AREA)

Abstract

PURPOSE:To apply a new external appearance to an outdoor wall-like body by erecting columnar materials having long base sections side by side on a backing foundation. CONSTITUTION:Columnar construction materials 1 are arranged side by side and connected to each other with laterally extended hook pieces 2, and they are vertically erected to form an outdoor wall-like body W or a retaining wall A for retaining the fill. The material 1 is constituted of a notched cylindrical long base section 4 having parallel notched edges E, E notched continuously in the vertical direction over the whole length and a pair of flat plate-like hook pieces 2, 2 formed integrally with the base section 4, protruded in the facing direction from the notched edges E, E, and opened between protruded ends EA, EA. The materials 1 are arranged side by side on a backing foundation F, and they are vertically erected and connected with connecting tools 5. When shielding tools 22 smaller only in height than the connecting tools 5 are used, the lower section of the opening sections 23 between both protruded ends of the hook pieces 2, 2 is shielded.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、擁壁、塀、門柱などの
屋外の壁状体を作業性よく形成でき、しかもその見映え
を向上しうる柱状建設資材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a columnar construction material capable of forming an outdoor wall-like body such as a retaining wall, a fence or a gate pole with good workability and improving its appearance.

【0002】[0002]

【従来の技術】例えば道路と敷地との間に高低差があり
盛土の際に必要となる土止め用の擁壁、あるいは塀など
の屋外の壁状体wは、通常、図18に示すように、基礎
f上に縦、横にモルタルを介して配置されるコンクリー
トブロックa…を用いて形成される。
2. Description of the Related Art For example, a retaining wall for retaining soil or an outdoor wall-like body w such as a fence, which is necessary for embankment due to a difference in height between a road and a site, is usually as shown in FIG. , The concrete blocks a are arranged vertically and horizontally on the foundation f via mortar.

【0003】[0003]

【発明が解決しようとする課題】しかしながら前記コン
クリートブロックa…を用いるものにあっては、その外
観が単調となりがちであり、見映えが良くないばかりで
なく、多数個のコンクリートブロックa…をモルタルを
介して連結する必要があるため、多大の手間と労力とを
要し、壁状体wの施工の作業性に劣るものであった。
However, in the case of using the concrete blocks a ..., the appearance tends to be monotonous and not only does not look good, but also a large number of concrete blocks a ... Since it is necessary to connect the wall-shaped body w through the above, it requires a lot of trouble and labor, and the workability of the construction of the wall-shaped body w is poor.

【0004】特に壁状体wが図18に示すように湾曲す
る場合には、この湾曲部におけるコンクリートブロック
a…の配置が困難であるため、作業性をさらに悪化させ
る他、見映えの低下もより顕著となる。
In particular, when the wall-shaped body w is curved as shown in FIG. 18, it is difficult to arrange the concrete blocks a ... In this curved portion, so that the workability is further deteriorated and the appearance is deteriorated. It becomes more prominent.

【0005】又縦に積重ねられるコンクリートブロック
a…については、前記基礎fに植設された鉄筋bにより
補強されるとはいえ、横に並ぶコンクリートブロックa
…間はモルタルのみを用いて連結されているため、特に
前記湾曲部において壁状体wの強度が不足する傾向が大
きくなる。
Regarding the concrete blocks a that are vertically stacked, although the concrete blocks a are reinforced by the reinforcing bars b planted in the foundation f, the concrete blocks a arranged side by side
Since the spaces are connected by using only mortar, the tendency that the strength of the wall-shaped body w becomes insufficient especially at the curved portion becomes large.

【0006】又コンクリートブロックの上にモルタルを
塗り乾燥の上、採色塗装仕上げを行うため、モルタル塗
装とその乾燥工程、塗装のための養生および塗装の工程
などが必要となるなど、工程が複雑となり、さらに目地
の亀裂によるひび割れ、塗装面の汚れ、カビによる劣化
等が生じ景観が損なわれるときがある。
Further, since mortar is applied on a concrete block, dried, and color-finished, the mortar coating and its drying process, curing and painting process for painting are required, and the process is complicated. In addition, cracks due to joint cracks, stains on the painted surface, deterioration due to mold, etc. may occur and the landscape may be impaired.

【0007】本発明は、下地基礎上に補強鉄筋とコンク
リートとを用いて固定される長尺の基部を具えることを
基本として、屋外の壁状体をたとえ湾曲していても作業
性よく形成でき、しかも見映え、景観を向上しうる柱状
建設資材の提供を目的としている。
The present invention is based on the fact that it has a long base which is fixed on a base foundation using reinforcing bars and concrete, and has good workability even if an outdoor wall is curved. The purpose is to provide columnar construction materials that can be made and that look and improve the landscape.

【0008】[0008]

【課題を解決するための手段】本発明は、横に並べてか
つ横向きにのびる係止片を用いて互いに連結できしかも
垂直に立設されることにより屋外の壁状体を形成する柱
状建設資材であって、下地基礎上に載置され立設される
とともに、この下地基礎に植設した垂直な補強鉄筋が通
りかつ固定用のコンクリートが打入される空所を囲む長
尺の基部と、この基部に一体に形成された前記係止片と
を有する。
SUMMARY OF THE INVENTION The present invention is a columnar construction material which can be connected to each other using side-by-side and laterally extending locking pieces and which stand upright to form an outdoor wall. There is a long base that is placed and erected on the foundation foundation and that encloses a void through which the vertical reinforcing bars planted in the foundation foundation pass and concrete for fixing is injected. The locking piece integrally formed on the base.

【0009】なお前記基部は筒体の一部を縦方向に連続
して切欠き平行な切欠き縁を有する切欠き筒状をなし、
かつ前記係止片は、基部の切欠き縁で向き合う方向に突
出しかつ突出端間が開放される平板状をなすことが望ま
しい。
The base portion has a notched tubular shape having a notched parallel notched edge in which a part of the tubular body is continuous in the longitudinal direction,
In addition, it is preferable that the locking piece is formed in a flat plate shape that protrudes in a direction facing each other at a notched edge of the base portion and has a space between the protruding ends.

【0010】さらに横に並ぶ柱状建設資材の前記各係止
片は、この係止片が嵌着する2つの溝部を有する連結具
を用いて連結されることが望ましい。
Further, it is desirable that each of the locking pieces of the columnar construction material arranged side by side is connected by using a connecting tool having two groove portions into which the locking pieces are fitted.

【0011】[0011]

【作用】柱状建設資材は、下地基礎上に載置されかつ立
設される長尺の基部を有する。従って、この柱状建設資
材を横に並べることにより形成される屋外の壁状体に、
新規な外観を付与することができ、見映えを体裁よく向
上できる。
The columnar construction material has a long base portion which is placed and erected on the foundation foundation. Therefore, on the outdoor wall formed by arranging this columnar construction material horizontally,
A new appearance can be imparted and appearance can be improved in appearance.

【0012】又多数個のコンクリートブロックをモルタ
ルを介して連結するものに比して、前記壁状体を形成す
る柱状建設資材はその部材数を削減でき、しかも比較的
小間隙、又は密に横に並べて立設するため、たとえ壁状
体が湾曲している場合であっても、作業性を高めうると
ともに、湾曲部における見映えの低下を防止しうる他、
モルタルが外部に露出しないように該柱状建設資材をコ
ンクリートを用いて固定するため、従来のものに生じが
ちであった目地におけるひび割れ、塗装面の汚れ、カビ
による劣化等を阻止でき、景観を向上しうる。
Further, the columnar construction material forming the wall-like body can reduce the number of members as compared with the case where a large number of concrete blocks are connected through a mortar, and moreover, the columnar construction material has a relatively small gap or a horizontal crossing. Since they are erected side by side, even if the wall-shaped body is curved, it is possible to improve workability and prevent deterioration of the appearance in the curved portion.
Since the columnar construction material is fixed using concrete so that the mortar is not exposed to the outside, it is possible to prevent cracks in the joints, stains on the painted surface, deterioration due to mold, etc. You can.

【0013】しかもコンクリートの打設に際して型枠工
事を殆ど省略でき、作業性を一層高めうる。
Moreover, the work of the formwork can be almost omitted when placing the concrete, and the workability can be further improved.

【0014】さらに前記基部を切欠き筒状とし、かつこ
の基部の切欠き縁で向き合う方向に突出する係止片を設
けた場合には、この係止片に嵌着する溝部を有する連結
具を用いて横に並ぶ柱状建設資材を連結することが可能
となり、該柱状建設資材のフラツキを防止でき、壁状体
の品質を向上しうるとともに、前記基部によって囲まれ
る空所に補強鉄筋を通しかつコンクリートを打設するこ
とにより強固に柱状建設資材を固定することと協働し
て、壁状体の強度を湾曲部においても高めることがで
き、信頼性を高めうる。
Further, when the base portion is formed into a notched tubular shape and a locking piece protruding in a direction facing each other at the notched edge of the base portion is provided, a connector having a groove portion fitted into the locking piece is provided. It becomes possible to connect the pillar-shaped construction materials arranged side by side by using, it is possible to prevent the fluctuation of the pillar-shaped construction materials, improve the quality of the wall-like body, and pass the reinforcing steel bar through the void surrounded by the base and The strength of the wall-like body can be increased even in the curved portion by cooperating with firmly fixing the columnar construction material by casting concrete, and reliability can be improved.

【0015】又横に並ぶ柱状建設資材を、その各係止片
に嵌着する2つの溝部を有する連結具を用いて連結する
場合には、該連結具の1つの溝部を用いてこの連結具を
連結用として利用し、裏面の土砂の流出を防止すること
が出来る。又残りの1つの溝部を用いて前記切欠き筒状
の基部の開放部を遮蔽し前記コンクリートの流れ止め用
として該連結具を利用することも可能となり、連結具の
汎用性を増大しうる。
Further, when columnar construction materials arranged side by side are connected by using a connecting tool having two groove portions fitted in the respective locking pieces, the connecting tool is formed by using one groove portion of the connecting tool. It is possible to prevent the outflow of the earth and sand on the back side by using the for connection. Further, it becomes possible to use the remaining one groove portion to shield the open portion of the notched tubular base portion and use the connecting tool for stopping the flow of the concrete, thereby increasing the versatility of the connecting tool.

【0016】[0016]

【実施例】以下本発明の一実施例を図面に基づき説明す
る。図1〜11において本発明の柱状建設資材1は、横
に並べてかつ横向きにのびる係止片2を用いて互いに連
結できしかも垂直に立設されることにより屋外の壁状体
W、本実施例では盛土の際の土止めとなる擁壁Aを形成
する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. 1 to 11, the pillar-shaped construction material 1 of the present invention can be connected to each other by using the locking pieces 2 that are arranged side by side and extend in the lateral direction, and can be vertically erected so that the outdoor wall-shaped body W, the present embodiment. Then, the retaining wall A that serves as a soil stop at the time of embankment is formed.

【0017】柱状建設資材1は、図1〜4、図7などに
示すように、直径Dが10cm以上かつ30cm以下、本例
では20cmの縦長の垂直な筒体3の内面の一部、本実施
例では全長に亘って縦方向に連続して切欠き平行な切欠
き縁E、Eを有する切欠き筒状をなす長尺の基部4と、
この基部4に一体に形成されかつ前記切欠き縁E、Eか
ら向き合う方向に突出ししかも突出端EA、EA間が開
放される平板状をなす一対の前記係止片2、2とからな
る。
As shown in FIGS. 1 to 4 and 7, etc., the columnar construction material 1 has a part of the inner surface of a vertically long vertical cylinder 3 having a diameter D of 10 cm or more and 30 cm or less, in this example, 20 cm. In the embodiment, an elongated base 4 having a notched tubular shape having notched edges E, E which are notched in parallel in the longitudinal direction over the entire length,
It comprises a pair of the locking pieces 2 and 2 which are integrally formed on the base portion 4 and project from the notched edges E, in a direction facing each other, and in which the projecting ends EA, EA are open.

【0018】なお前記直径Dを10cmよりも小さくする
と、擁壁Aの形成のために必要な柱状建設資材1の個数
が増し、作業性を低下させる一方、直径Dが30cmをこ
えると過剰品質となり、しかも見映えを悪くすることが
ある。
When the diameter D is smaller than 10 cm, the number of columnar construction materials 1 required for forming the retaining wall A increases and the workability is deteriorated. On the other hand, when the diameter D exceeds 30 cm, the quality becomes excessive. Moreover, it may make it look bad.

【0019】又前記柱状建設資材1は、土管などの陶器
材又は磁器材さらには工場等で仕上げされたコンクリー
ト成形材、その発泡体、その他の接着剤を用いた粒状、
粉状物結合体などにより形成され、その光沢等により外
観の向上を図っている。
The columnar construction material 1 is a pottery material such as a clay pipe or a porcelain material, a concrete molding material finished in a factory, a foam thereof, or a granular material using an adhesive.
It is made of a powdery material combination, etc., and its glossiness is used to improve the appearance.

【0020】このような柱状建設資材1は、下地基礎F
上に横に並べて載置されかつ垂直に立設されるととも
に、横に並ぶ柱状建設資材1、1は、連結具5を用いて
連結される。
Such a pillar-shaped construction material 1 is used as a base foundation F
The pillar-shaped construction materials 1 and 1 which are placed side by side on top of each other and vertically erected are connected by using a connecting tool 5.

【0021】連結具5は、図2、図4に示すように、横
に並ぶ柱状建設資材1、1の近接する各係止片2、2が
嵌着しかつ向き合う方向に対して逆向きに凹む一対の第
1の溝部6、6と、その内方に一体に形成されかつ向き
合う方向に凹む一対の第2の溝部7、7と、その内方に
一体に形成されかつ向き合う方向に対して逆向きにのび
る突片20、20間を円弧状に継ぐ内片21とを有する
例えば金属板の折曲げ体からなる。
As shown in FIGS. 2 and 4, the connector 5 is arranged in a direction opposite to the direction in which the adjacent locking pieces 2 and 2 of the columnar construction materials 1 and 1 arranged side by side are fitted and face each other. With respect to the pair of first groove portions 6 and 6 that are recessed, and the pair of second groove portions 7 and 7 that are integrally formed inwardly of the first groove portions 6 and 6 and are opposed to each other, For example, it is a bent body of a metal plate having projecting pieces 20 extending in the opposite direction, and an inner piece 21 connecting between 20 in an arc shape.

【0022】なお第1、第2の2つの溝部6、7を有す
る前記連結具5とは断面形状が同じで高さのみ該連結具
5よりも小さい遮蔽具22を用いて、図2、図3に示す
ように、柱状建設資材1の2つの前記係止片2、2の突
出端EA、EA間の開放部23下部を遮蔽する。即ち、
遮蔽具22の各部の名称、符号を連結具5と同一に表現
すると、第2の溝部7、7に該係止片2、2の突出端E
A、EAが嵌着し、これにより遮蔽具22は柱状建設資
材1に取付けられる。
It should be noted that a shield 22 having the same cross-sectional shape as the connecting tool 5 having the first and second groove portions 6 and 7 but having a height smaller than that of the connecting tool 5 is used. As shown in FIG. 3, the lower part of the open portion 23 between the projecting ends EA of the two locking pieces 2 and 2 of the columnar construction material 1 and EA is shielded. That is,
When the names and symbols of the respective parts of the shield 22 are expressed the same as those of the connector 5, the protruding ends E of the locking pieces 2 and 2 are provided in the second groove parts 7 and 7.
A and EA are fitted to each other, so that the shield 22 is attached to the columnar construction material 1.

【0023】ここで前記筒体3の半径R(=D/2)、
係止片2の長さL、および前記切欠き縁Eを通る筒体3
の半径線RLと柱状建設資材1の前記係止片2に平行な
水平線SLとのなす角度α(これらはすべて図3に示
す)の関係を次のように規制する。
Here, the radius R (= D / 2) of the cylindrical body 3,
The length L of the locking piece 2 and the cylindrical body 3 passing through the cutout edge E
The relationship between the radius line RL and the horizontal line SL parallel to the locking piece 2 of the pillar-shaped construction material 1 (these are all shown in FIG. 3) is restricted as follows.

【0024】つまり隣り合う柱状建設資材1、1の近接
する各係止片2、2の突出端EA、EA間の長さL2
(=2R−2Rcos α+2L)を、1つの柱状建設資材
1における前記係止片2、2の突出端EA、EA間の長
さL1(=2Rcos α−2L)より大かつ前記切欠き縁
E、E間の長さL3(=2Rcos α)より小とする。
That is, the length L2 between the projecting ends EA, EA of the adjacent locking pieces 2, 2 of the adjacent columnar construction materials 1, 1
(= 2R-2Rcos α + 2L) is larger than the length L1 (= 2Rcos α-2L) between the protruding ends EA, EA of the locking pieces 2 and 2 in one columnar construction material 1 and the cutout edge E, It is smaller than the length L3 (= 2Rcos α) between E.

【0025】即ち、L1<L2<L3である。これを変
形すると、次の不等式が得られる。 (R+L)/2R<cos α<(R+2L)/2R (1)
That is, L1 <L2 <L3. By transforming this, the following inequality is obtained. (R + L) / 2R <cos α <(R + 2L) / 2R (1)

【0026】又L/Rの値を0.10以上かつ0.30
以下とする。このようにL/Rの値を規制しかつ前記不
等式(1)を満たすように角度αを定めることによっ
て、図3、図4に示すように、同一の断面形状を有する
前記連結具5、遮蔽具22の該断面形状を例えば前記内
片21が筒体3の仮想円弧に近づける如く形成でき、し
かも前記第1、第2の溝部6、7による係止片2の嵌着
作業を容易とする。
The L / R value is 0.10 or more and 0.30.
Below. By thus regulating the value of L / R and determining the angle α so as to satisfy the inequality (1), the connector 5 having the same cross-sectional shape and the shield as shown in FIGS. The cross-sectional shape of the tool 22 can be formed, for example, so that the inner piece 21 approaches the virtual arc of the cylindrical body 3, and the fitting work of the locking piece 2 by the first and second groove portions 6 and 7 is facilitated. .

【0027】前記長さL2が長さL1以下となると、遮
蔽具22の係止片2、2への係止のために前記第2の溝
部7、7を大きく膨出させて前記内片21の横巾を大き
く設定しなければならず、これと断面同形の前記連結具
5により柱状建設資材1、1を連結した際に、隣り合う
連結具5、5が前記開放部23の内方で衝合する場合が
あり、連結具5による柱状建設資材1のフラツキ防止効
果を減じる恐れが生じる。
When the length L2 becomes equal to or less than the length L1, the second groove portions 7, 7 are largely bulged to lock the shield 22 to the locking pieces 2, 2, and the inner piece 21 is expanded. Has to be set to a large width, and when the columnar construction materials 1 and 1 are connected by the connecting tool 5 having the same cross section as this, adjacent connecting tools 5 and 5 are located inside the opening portion 23. In some cases, they may collide with each other, which may reduce the effect of preventing the fluttering of the columnar construction material 1 by the connecting tool 5.

【0028】又長さL2が長さL3以上となると、遮蔽
具22を係止片2、2に係止する際に、第1、第2の溝
部6、7を大きく屈曲させる必要があり、その取付作業
を困難とする傾向が出てくる。
If the length L2 is longer than the length L3, the first and second groove portions 6 and 7 need to be largely bent when the shield 22 is locked to the locking pieces 2 and 2. The mounting work tends to be difficult.

【0029】なお図5は、横に並ぶ柱状建設資材1、1
が内方に屈曲して配された場合を示し、又図6は、外方
に屈曲して配された場合を示す。
FIG. 5 shows the columnar construction materials 1 and 1 arranged side by side.
Is bent inward, and FIG. 6 is bent outward.

【0030】図5、図6の何れの状態であっても、前記
不等式(1)を満たすように柱状建設部材1を製作すれ
ば、前記連結具5を用いて横に並ぶ柱状連設部材1、1
を該連結具5を過度に屈曲させることなく連結しうる。
In any of the states shown in FIGS. 5 and 6, if the columnar construction member 1 is manufactured so as to satisfy the inequality (1), the columnar continuous members 1 arranged side by side by using the connecting tool 5 will be described. 1
Can be connected without excessively bending the connector 5.

【0031】次に前記柱状建設資材1、連結具5、遮蔽
具22を用いて前記擁壁Aを形成する工程を図7〜11
に基づいて説明する。
Next, a step of forming the retaining wall A using the columnar construction material 1, the connecting tool 5, and the shielding tool 22 will be described with reference to FIGS.
It will be described based on.

【0032】まず図8に示すように、割栗石上に、コン
クリートを用いて形成されかつ断面矩形の下地基礎Fを
配設する。この下地基礎Fには適宜の間隔(本例では約
20cm)を有して該下地基礎F上面から立上がる垂直な
補強鉄筋9…が植設されている。なお下地基礎Fの外方
の地面R1は、内方の地面R2よりも1m以上低所に位
置するとともに、前記補強鉄筋9の上端は、前記地面R
1よりもやや下方に位置する。
First, as shown in FIG. 8, a base foundation F formed of concrete and having a rectangular cross section is arranged on a split stone. Vertical reinforcement bars 9 ... Standing up from the upper surface of the base foundation F are planted at appropriate intervals (about 20 cm in this example) on the base foundation F. The ground R1 on the outer side of the ground foundation F is located 1 m or more lower than the ground R2 on the inner side, and the upper end of the reinforcing bar 9 is located on the ground R
It is located slightly below 1.

【0033】次に図9に示すように、各補強鉄筋9を前
記基部4によって囲まれる空所10に挿通して、柱状建
設資材1を横に並べて下地基礎F上に載置しかつ垂直に
立設する。又各柱状建設資材1の前記開放部23の下部
は、前記遮蔽具22の第2の溝部7、7に係止片2、2
の突出端EA、EAを嵌着することにより該遮蔽具22
によって遮蔽される。なお遮蔽具22の上端は前記補強
鉄筋9の上端よりもやや上方かつ前記地面R1よりもや
や下方に位置する。又隣り合う柱状建設資材1、1間
に、図3に示すように、数mm程度の隙間Gを設けてもよ
い。
Next, as shown in FIG. 9, the reinforcing bars 9 are inserted into the voids 10 surrounded by the base 4, and the columnar construction materials 1 are arranged side by side and placed on the base foundation F and vertically. Set up. Further, the lower portion of the open portion 23 of each columnar construction material 1 is engaged with the second groove portions 7 and 7 of the shield 22 by the locking pieces 2 and 2.
By fitting the projecting ends EA, EA of the shield 22
Shielded by. The upper end of the shield 22 is located slightly above the upper end of the reinforcing bar 9 and slightly below the ground R1. Further, as shown in FIG. 3, a gap G of about several mm may be provided between the adjacent columnar construction materials 1 and 1.

【0034】さらに図10に示すように、前記遮蔽具2
2の内片21を流れ止めとして前記空所10にコンクリ
ートCを打設し、柱状建設資材1を強固に下地基礎Fに
固定する。このときコンクリートCの上端面は、遮蔽具
22の上端と略整一する。
Further, as shown in FIG. 10, the shield 2
Concrete C is placed in the void 10 with the inner piece 21 of 2 as a flow stop, and the columnar construction material 1 is firmly fixed to the base foundation F. At this time, the upper end surface of the concrete C is substantially aligned with the upper end of the shield 22.

【0035】又図4、図11に示すように、隣り合う柱
状建設資材1、1の近接する各係止片2、2の突出端E
A、EAを前記連結具5の第1の溝部6、6に嵌着させ
ることにより、該連結具5を用いて横に並んで隣り合う
柱状建設資材1、1を連結する。なお連結具5は、前記
遮蔽具22上端から柱状建設資材1の上端近傍までのび
る。
Further, as shown in FIGS. 4 and 11, the projecting ends E of the respective locking pieces 2 and 2 of the adjacent columnar construction materials 1 and 1 which are adjacent to each other.
By fitting A and EA into the first groove portions 6, 6 of the connecting tool 5, the columnar construction materials 1, 1 that are adjacent to each other in a horizontal direction are connected using the connecting tool 5. The connecting tool 5 extends from the upper end of the shielding tool 22 to the vicinity of the upper end of the columnar construction material 1.

【0036】最後に図1、図7に示すように、前記地面
R1、R2を柱状建設資材1…の内面、外面まで夫々延
在させ、これにより土止め用の擁壁Aを形成する。なお
前記地面R2は、前記空所10内部まで延在するととも
に、前記筒体3に囲まれるこの空所10における地面R
2に植物Jを植えることにより、擁壁A上端部を緑化で
き、景観を向上しうるとともに、環境の美化に役立つ。
Finally, as shown in FIGS. 1 and 7, the grounds R1 and R2 are extended to the inner surface and the outer surface of the columnar construction material 1 ..., thereby forming a retaining wall A for earth retaining. The ground R2 extends to the inside of the void 10 and is surrounded by the cylindrical body 3 in the void 10.
By planting the plant J in 2, the upper end of the retaining wall A can be greened, the scenery can be improved, and it is useful for beautifying the environment.

【0037】又前記植物Jが植えられる地面R2は、前
記開放部23をへて内方に延在しているため、水、細菌
類が自由に移動でき、植物Jの育成を助長する。
Further, since the ground R2 on which the plant J is planted extends inward through the open portion 23, water and bacteria can move freely, which promotes the growth of the plant J.

【0038】なお前記地面R1を前記連結具5の下端よ
りも高所としたため、前記隙間Gから土が外方に流出す
るのをこの連結具5によって防止しうるとともに、柱状
建設資材1は、筒体3を切欠いた基部4を有するため、
擁壁Aが図1に示すように湾曲している場合でも、作業
性よく該擁壁Aを形成しうる。
Since the ground R1 is located higher than the lower end of the connecting tool 5, the connecting tool 5 can prevent soil from flowing out through the gap G, and the columnar construction material 1 Since it has the base portion 4 in which the cylindrical body 3 is cut out,
Even when the retaining wall A is curved as shown in FIG. 1, the retaining wall A can be formed with good workability.

【0039】又陶磁材などを用いた断面略円形の柱状建
設資材1…によって、擁壁Aに新しい外観を体裁よく付
与でき、その見映えを向上しうる。
Further, the columnar construction material 1 having a substantially circular cross section, which is made of a ceramic material or the like, can give a new appearance to the retaining wall A with a good appearance and improve its appearance.

【0040】さらに前記連結具5と横に並ぶ柱状建設資
材1、1との間に、図1に略示しかつ図4に示すよう
に、前記隙間Gよりも寸法の大きい小石(砂利)K…を
充填することによって、該連結具5の内片21が受ける
圧力を担持しうるとともに、隙間Gから雑草が外方にの
び出すことも防止できる。
Further, between the connecting tool 5 and the pillar-shaped construction materials 1 and 1 arranged side by side, as shown in FIG. 1 and FIG. 4, a pebbles (gravel) K having a size larger than the gap G ... By filling with the above, it is possible to carry the pressure received by the inner piece 21 of the connecting tool 5 and prevent the weeds from extending outward from the gap G.

【0041】又図1に3点鎖線で示すように、擁壁A
は、落下防止用の手すり32の基礎を兼ねることもで
き、さらに一点鎖線で示すように擁壁Aの近傍に手すり
32A取付用の敷石部を設けるのもよい。
As shown by the three-dot chain line in FIG. 1, the retaining wall A
Can also serve as the basis of the handrail 32 for preventing the fall, and a paving stone portion for attaching the handrail 32A can be provided near the retaining wall A as shown by the alternate long and short dash line.

【0042】なお柱状建設資材1の下端を、図12に示
すように、斜め切りすることによって、傾斜地でも屋外
の壁状体Wを形成しうる。
By cutting the lower end of the columnar construction material 1 obliquely, as shown in FIG. 12, the outdoor wall-shaped body W can be formed even on a sloping ground.

【0043】図13に本発明の柱状建設資材1…を用い
て塀Bを形成した場合を示す。この例において柱状建設
資材1の構造は、前記擁壁Aを形成する柱状建設資材1
と同一であり、又その下地基礎Fへの固定方法も同じで
あるので説明を省略する。ただし前記地面R2に代え
て、該地面R2よりも低所に地面R3を位置させるの
は、塀Bであるため自明である。又隔設された柱状建設
資材1、1間に門扉Iを設けることもできる。
FIG. 13 shows a case where the fence B is formed by using the columnar construction material 1 of the present invention. In this example, the structure of the columnar construction material 1 is the columnar construction material 1 forming the retaining wall A.
The explanation is omitted because it is the same as the above and the fixing method to the base F is also the same. However, instead of the ground R2, it is obvious that the ground R3 is located lower than the ground R2 because it is the wall B. Further, the gate I can be provided between the pillar-shaped construction materials 1 and 1 which are separated from each other.

【0044】さらに図14に示すように、前記連結具5
の内片21からネジ軸などの軸体25を外方に突設し、
かつこの軸体25を前記隙間Gから外方に突出させるこ
とにより、該軸体25を用いて、表札、照明器具、イン
ターホンなどの付属品26を塀Bの外面に取付けること
が出来る。
Further, as shown in FIG. 14, the connector 5
A shaft body 25 such as a screw shaft is projected outward from the inner piece 21 of
Further, by making the shaft 25 project outward from the gap G, the shaft 25 can be used to attach accessories 26 such as a nameplate, a lighting fixture, and an intercom to the outer surface of the fence B.

【0045】図15は、前記柱状建設資材1の空所10
にその上端近傍までコンクリートCを打入し、塀Bを形
成した例を示す。この場合、空所10に挿通される補強
鉄筋9は該空所10の上端近傍までのびるとともに、前
記開放部23は、下地基礎Fから柱状建設資材1上端近
傍までコンクリートCの流れ止め用の長尺の遮蔽具22
により遮蔽される。
FIG. 15 shows a void 10 in the columnar construction material 1.
An example in which concrete C is poured into the vicinity of the upper end to form a fence B is shown in FIG. In this case, the reinforcing bar 9 inserted into the void 10 extends to the vicinity of the upper end of the void 10, and the open portion 23 has a length for stopping the flow of the concrete C from the foundation foundation F to the vicinity of the upper end of the columnar construction material 1. Shaku shield 22
Shielded by.

【0046】従って、本例では前記連結具5は用いられ
ず横に並ぶ柱状建設資材1、1は連結されないが、コン
クリートCをその上端近傍まで打入したため、塀Bの強
度は十分に維持できる。なお塀Bの外方の地面R1と内
方の地面R3とはほぼ同一水平面内で面一となり、前記
隙間Gからの土の流出を防ぐ。
Therefore, in this example, the connection tool 5 is not used and the columnar construction materials 1 and 1 arranged side by side are not connected, but since the concrete C has been injected up to the vicinity of the upper end thereof, the strength of the fence B can be sufficiently maintained. . The outer ground R1 and the inner ground R3 of the fence B are flush with each other in substantially the same horizontal plane, and prevent the soil from flowing out from the gap G.

【0047】図16は柱状建設資材1の他の実施例を示
し、断面略半円形かつ内部を空所10とした基部4と、
この基部4に一体に形成される第1の係止片2Aと、こ
の第1の係止片2Aが形成する条溝29に嵌着しうる第
2の係止片2Bとからなるとともに、陶磁材などにより
形成される。
FIG. 16 shows another embodiment of the columnar construction material 1, which is a base 4 having a substantially semicircular cross section and a hollow space 10 inside.
It is composed of a first locking piece 2A integrally formed with the base portion 4 and a second locking piece 2B which can be fitted into a groove 29 formed by the first locking piece 2A, and is made of ceramics. It is formed of a material or the like.

【0048】この柱状建設資材1は、図16の平面図で
略示するように、横に並べてかつ前記第1の係止片2A
に第2の係止片2Bを嵌着して互いに連結しつつ湾曲す
る屋外の壁状体Wを作業性よく形成しうるとともに、図
17に示すように、筒状の基部4Aを有する柱状建設資
材1Aと、内角が略90°の扇形状の基部4Bを有する
柱状建設資材1Bとを併用することによって、直角出隅
部X及び入隅部Yを具える屋外の壁状体Wを見映えよく
かつ能率よく形成しうる。
The columnar construction material 1 is arranged side by side and the first locking piece 2A is arranged as shown in the plan view of FIG.
An outdoor wall-like body W that is curved while being connected to each other by fitting a second locking piece 2B to the work can be formed with good workability, and as shown in FIG. 17, a columnar construction having a cylindrical base portion 4A. By using the material 1A in combination with the columnar construction material 1B having the fan-shaped base portion 4B having an inner angle of about 90 °, the outdoor wall-like body W having the right angled corner X and the corner Y can be seen. It can be formed well and efficiently.

【0049】[0049]

【発明の効果】叙上の如く本発明の柱状建設資材は、下
地基礎上に載置され立設されるとともに、補強鉄筋とコ
ンクリートとを用いて固定される基部を有するため、屋
外の壁状体の外観にアクセントを付与でき、見映え、景
観を向上しうる他、多数個のコンクリートブロックを用
いるものに比して、仕上工程を省略でき、たとえ壁状体
が湾曲したものであっても、作業能率を高めうる。
INDUSTRIAL APPLICABILITY As described above, the columnar construction material of the present invention is placed on a base foundation and erected, and has a base portion fixed by using reinforcing bars and concrete. The appearance of the body can be accented, the appearance and the landscape can be improved, and the finishing process can be omitted compared to the one using a large number of concrete blocks, even if the wall-like body is curved. , Can improve work efficiency.

【0050】又柱状建設資材をその基部の空所に打設さ
れるコンクリートを用いて強固に立設しうるため、擁壁
高さを大きくすることができ、この結果、図19に示す
小高さの予備壁Z1を省略することが可能となり、従っ
て、敷地を有効に活用しながら植裁場所X(図7に示
す)を確保できる。
Further, since the columnar construction material can be firmly erected by using concrete cast in the space at the base, the height of the retaining wall can be increased, and as a result, the small height shown in FIG. 19 can be obtained. It is possible to omit the spare wall Z1 of No. 2, and thus it is possible to secure the planting site X (shown in FIG. 7) while effectively utilizing the site.

【0051】又前記基部を切欠き筒状とし、かつ該基部
の切欠き縁から向き合う方向に係止片を突出させること
によって、横に並ぶ柱状建設資材を、その各係止片が嵌
着する溝部を有する連結具を用いて能率よく連結でき、
屋外の壁状体の強度を高めうるとともに、施工品質を向
上しうる。
Further, the base portion is formed into a cut-out tubular shape, and the locking pieces are projected from the cut-out edge of the base portion in a direction facing each other, so that the columnar construction materials arranged side by side are fitted to the respective locking pieces. Can be efficiently connected using a connecting tool with a groove,
The strength of the outdoor wall can be increased and the construction quality can be improved.

【0052】さらに前記連結具に前記係止片が嵌着する
2つの溝部を設けた場合には、この連結具に、横に並ぶ
柱状建設資材を連結する機能と、係止片間の開放部を遮
蔽する機能とを併せて持たせることができ、部材の汎用
化を促進する。
Further, when the connecting tool is provided with two groove portions into which the locking pieces are fitted, the connecting tool has a function of connecting the columnar construction materials arranged side by side and an opening portion between the locking pieces. It can be provided with a function of shielding the material, and promotes generalization of members.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の柱状建設資材を用いて形成される擁壁
を示す斜視図である。
FIG. 1 is a perspective view showing a retaining wall formed using a columnar construction material of the present invention.

【図2】その部分分解斜視図である。FIG. 2 is a partially exploded perspective view thereof.

【図3】その部分横断面図である。FIG. 3 is a partial cross-sectional view thereof.

【図4】その部分平面図である。FIG. 4 is a partial plan view thereof.

【図5】その部分平面図である。FIG. 5 is a partial plan view thereof.

【図6】その部分平面図である。FIG. 6 is a partial plan view thereof.

【図7】その縦断面図である。FIG. 7 is a vertical sectional view thereof.

【図8】図1に示す擁壁の施工工程を示す縦断面図であ
る。
FIG. 8 is a vertical cross-sectional view showing a construction process of the retaining wall shown in FIG.

【図9】図1に示す擁壁の施工工程を示す縦断面図であ
る。
9 is a vertical cross-sectional view showing a process of constructing the retaining wall shown in FIG.

【図10】図1に示す擁壁の施工工程を示す縦断面図で
ある。
FIG. 10 is a vertical cross-sectional view showing a process of constructing the retaining wall shown in FIG.

【図11】図1に示す擁壁の施工工程を示す縦断面図で
ある。
11 is a vertical cross-sectional view showing a process of constructing the retaining wall shown in FIG.

【図12】屋外の壁状体の他の例を略示する正面図であ
る。
FIG. 12 is a front view schematically showing another example of an outdoor wall-shaped body.

【図13】本発明の柱状建設資材を用いて形成される塀
を示す斜視図である。
FIG. 13 is a perspective view showing a fence formed using the columnar construction material of the present invention.

【図14】連結具の他の実施例を示す部分斜視図であ
る。
FIG. 14 is a partial perspective view showing another embodiment of the connector.

【図15】柱状建設資材の他の使用例を示す縦断面図で
ある。
FIG. 15 is a vertical cross-sectional view showing another usage example of the columnar construction material.

【図16】本発明の他の実施例を略示する平面図であ
る。
FIG. 16 is a plan view schematically showing another embodiment of the present invention.

【図17】本発明の他の実施例を略示する平面図であ
る。
FIG. 17 is a plan view schematically showing another embodiment of the present invention.

【図18】従来の技術を説明するための斜視図である。FIG. 18 is a perspective view for explaining a conventional technique.

【図19】従来の技術を示す断面図である。FIG. 19 is a cross-sectional view showing a conventional technique.

【符号の説明】[Explanation of symbols]

2、2A、2B 係止片 3 筒体 4、4A、4B 基部 5 連結具 6、7 溝部 9 補強鉄筋 10 空所 C コンクリート E 切欠き縁 EA 突出端 F 下地基礎 2, 2A, 2B Locking piece 3 Cylindrical body 4, 4A, 4B Base part 5 Connecting tool 6, 7 Groove part 9 Reinforcing bar 10 Vacancy C Concrete E Notch edge EA Projecting end F Base foundation

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】横に並べてかつ横向きにのびる係止片を用
いて互いに連結できしかも垂直に立設されることにより
屋外の壁状体を形成する柱状建設資材であって、 下地基礎上に載置され立設されるとともに、この下地基
礎に植設した垂直な補強鉄筋が通りかつ固定用のコンク
リートが打入される空所を囲む長尺の基部と、この基部
に一体に形成された前記係止片とを有する。
1. A columnar construction material that can be connected to each other by using locking pieces that are arranged side by side and extend sideways, and that forms an outdoor wall by standing upright, and is mounted on a foundation foundation. It is placed and erected, and a long base part that surrounds a space through which vertical reinforcing bars planted in this foundation foundation pass and concrete for fixing is inserted, and the above-mentioned base integrally formed on this base part. And a locking piece.
【請求項2】前記基部は筒体の一部を縦方向に連続して
切欠き平行な切欠き縁を有する切欠き筒状をなし、かつ
前記係止片は、基部の切欠き縁で向き合う方向に突出し
かつ突出端間が開放される平板状をなすことを特徴とす
る請求項1記載の柱状建設資材。
2. The base has a notched tubular shape having a notched parallel notched edge which is formed by continuously notching a part of the tubular body in the longitudinal direction, and the locking pieces face each other at the notched edge of the base. The columnar construction material according to claim 1, wherein the columnar construction material has a flat plate shape that projects in a direction and has a space between the projecting ends.
【請求項3】横に並ぶ柱状建設資材の前記各係止片は、
この係止片が嵌着する2つの溝部を有する連結具を用い
て連結されることを特徴とする請求項1記載の柱状建設
資材。
3. Each of the locking pieces of the columnar construction material arranged side by side,
The columnar construction material according to claim 1, wherein the locking pieces are connected by using a connecting tool having two groove portions into which the locking pieces are fitted.
JP6051352A 1994-02-23 1994-02-23 Pillar construction materials Expired - Lifetime JP2612415B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6051352A JP2612415B2 (en) 1994-02-23 1994-02-23 Pillar construction materials

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6051352A JP2612415B2 (en) 1994-02-23 1994-02-23 Pillar construction materials

Publications (2)

Publication Number Publication Date
JPH07233660A true JPH07233660A (en) 1995-09-05
JP2612415B2 JP2612415B2 (en) 1997-05-21

Family

ID=12884542

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6051352A Expired - Lifetime JP2612415B2 (en) 1994-02-23 1994-02-23 Pillar construction materials

Country Status (1)

Country Link
JP (1) JP2612415B2 (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5012828A (en) * 1973-04-06 1975-02-10 A J H K Weimar
JPS5565831A (en) * 1978-11-14 1980-05-17 Toshiba Corp High-frequency heater
JPH0630833A (en) * 1992-07-15 1994-02-08 Itoki Crebio Corp Screen panel

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5012828A (en) * 1973-04-06 1975-02-10 A J H K Weimar
JPS5565831A (en) * 1978-11-14 1980-05-17 Toshiba Corp High-frequency heater
JPH0630833A (en) * 1992-07-15 1994-02-08 Itoki Crebio Corp Screen panel

Also Published As

Publication number Publication date
JP2612415B2 (en) 1997-05-21

Similar Documents

Publication Publication Date Title
US20130014458A1 (en) Wall structure having prefabricated, permanent form
US20080057801A1 (en) Block wall construction system including use of clip retainers
US4957395A (en) Pre-cast, reinforced concrete retaining wall system
US11149402B2 (en) Building elements for making retaining walls, and systems and methods of using same
JPH07233660A (en) Columnar construction material
JPH1150705A (en) Concrete building block and its foundation block
JPH0932014A (en) Method of execution for retaining wall
KR100264386B1 (en) Method and construction of panel of reinforced siol using unartificial marble
JPH03191116A (en) Construction method of underground beam and underground beam driving form
JPH11323970A (en) Execution method for fence, flower bed, retaining wall, gatepost
JPH07233661A (en) Outdoor wall construction material
JPH11323958A (en) Execution method of building and concrete product used therefor
JP3157132B2 (en) Retaining wall block and retaining wall structure
KR200242401Y1 (en) Grounding stone
JPH10184105A (en) Fence block and fence construction method using the same
JP3629684B2 (en) Sound insulation wall foundation block
KR200183409Y1 (en) Precast concrete segment for arch type culvert
JPH11343628A (en) Footing/retaining wall construction material and construction method therefor
JPH0720326U (en) Rear construction assembly Concrete retaining retaining wall
JPH11166275A (en) Execution of building and concrete product
JPH06330529A (en) Mounting method of cast-in-place concrete strip footing and precast concrete wall slab
JPH07189271A (en) Garden planting block
JP2002081282A (en) Gate
JP4082624B1 (en) Precast members for masonry simulated structures
WO2019084422A1 (en) Building elements for making retaining walls, and systems and methods of using same

Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 19970107