JPH09112084A - Column foundation member and installing method of fence by using column foundation member thereof - Google Patents

Column foundation member and installing method of fence by using column foundation member thereof

Info

Publication number
JPH09112084A
JPH09112084A JP22681996A JP22681996A JPH09112084A JP H09112084 A JPH09112084 A JP H09112084A JP 22681996 A JP22681996 A JP 22681996A JP 22681996 A JP22681996 A JP 22681996A JP H09112084 A JPH09112084 A JP H09112084A
Authority
JP
Japan
Prior art keywords
fence
foundation
coupling groove
foundation member
pillar
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.)
Pending
Application number
JP22681996A
Other languages
Japanese (ja)
Inventor
Kun-Hee Suh
クンヒー・スー
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
Priority claimed from KR1019960033163A external-priority patent/KR100200030B1/en
Application filed by Individual filed Critical Individual
Publication of JPH09112084A publication Critical patent/JPH09112084A/en
Pending legal-status Critical Current

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  • Fencing (AREA)

Abstract

PROBLEM TO BE SOLVED: To simplify the execution of a work by forming a hollow part and a joining groove on a foundation block for erecting an existing fence or the like, fixing the foundation block, coupling the fence to the groove and, then, applying mortar. SOLUTION: Column foundation members (foundation block) 1 with a hollow part and a coupling groove 12 are secured to a bedrock at the preset intervals, and the supports 21 of fences 2 are inserted in and secured to the foundation blocks 1. Then, the hollow part is filled with mortar, thereby securing the fences 2. In this case, the shape and structure of each block 1 are changed to suit the shape or the like of each fence 2. Also, a plurality of the blocks 1 may be stacked on top of each other to form a stairway type structure for use, for example, when the bedrock is inclined. At the same time, the erection of the fences 2 is simplified and a curing time is shortened. According to this construction, cost for executing a work can be reduced.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は地面又は胸壁等の上
部に垣を設置するための柱礎部材及び該柱礎部材を用い
る垣の設置方法に関するものである。より詳しくは、柱
礎部材を用いてセメント、金属、プラスチック等で予備
成形された垣を迅速に、かつ簡便に設置する方法を提供
することである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pillar foundation member for installing a fence on the ground or an upper part of a chest wall and a method for installing a fence using the pillar foundation member. More specifically, it is to provide a method for quickly and simply installing a fence preformed with cement, metal, plastic or the like using a pillar foundation member.

【0002】[0002]

【従来の技術】従来は予備成形された垣を施工しようと
する場合、垣と垣が連結される位置の地面に柱礎部材を
モルディングするためのくぼみを掘った後、くぼみの内
部の適当な位置にアンカーボルトを設置し、セメントモ
ルタルを満たし、セメントモルタルを適当に養生させた
後、ボルト孔が形成された垣部材を立て、アンカーボル
トをボルト孔に挿入してからナットで固定させる工法、
あるいは、垣の下部を埋設する工法が多く使用されてい
る。
2. Description of the Related Art Conventionally, in the case of constructing a preformed fence, after digging a recess for molding a column foundation member on the ground where the fence and the fence are connected, the inside of the recess is appropriately cut. Anchor bolts are installed at various positions, the cement mortar is filled, the cement mortar is properly cured, and then a fence member with bolt holes is set up, the anchor bolts are inserted into the bolt holes, and then fixed with nuts. ,
Alternatively, the method of burying the lower part of the fence is often used.

【0003】しかし、ボルト締結による工法の場合は、
アンカーボルト、ナット等の金属材質が大気中の湿気及
び酸素と反応して錆が発生するのみならず、錆の発生が
深化する場合、垣の重量を支えることができなくなる欠
点がある。一方、垣の下部を直接埋設する場合は、モル
タルが十分に養生されるまで垣を両側で支持するための
垣の固定設備を長期間にわたって設置するため、人道等
に接した場合は通行に不便をもたらす問題点があった。
However, in the case of the bolt fastening method,
Not only does metal material such as anchor bolts and nuts react with moisture and oxygen in the atmosphere to generate rust, but when the generation of rust deepens, the weight of the fence cannot be supported. On the other hand, when directly burying the lower part of the fence, fixed equipment for supporting the fence on both sides is installed for a long time until the mortar is fully cured, so it is inconvenient to pass when it comes into contact with humanitarians. There was a problem that brought about.

【0004】このような問題のため、組立が簡便である
とともに腐蝕が容易でないセメントのみを用いることと
して、図1示すような垣の施工方法が開発されたことが
ある。この垣の施工方法は各垣部材2の間ごとに煉瓦B
を積んで柱Pを施工し、柱Pの間に予め成形された透視
型垣部材2を固定させて施工することである。
Due to these problems, a method of constructing a fence as shown in FIG. 1 has been developed by using only cement that is easy to assemble and does not easily corrode. The construction method of this fence is brick B for each space between each fence member 2.
Is carried out, and the pillar P is constructed, and the perspective mold member 2 previously formed between the pillars P is fixed and constructed.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、このよ
うな方法は、垣部材2を固定、設置するために各垣部材
2ごとに備えられる柱Pを単位ブロックで一つ一つ積層
させながら立てる造積方法により行われるため、工事期
間が長くなる。また、柱Pの設置時、多量のモルタルが
要求されるため、その生産及び運搬は施工費を上昇させ
る原因となっていたのが実情である。
However, in such a method, in order to fix and install the fence members 2, the pillars P provided for each fence member 2 are erected while being stacked one by one in a unit block. Since it is done by the loading method, the construction period will be longer. In addition, since a large amount of mortar is required at the time of installing the pillar P, the production and transportation of the mortar have caused the construction cost to rise.

【0006】他の問題点は、大略3m程度の距離を置い
て設置された両柱に予め形成されている溝に垣部材2の
両側部に突出された連結部を挿入して垣部材2を支持す
るため、垣部材2が衝撃を受けた場合に容易に破損する
脆弱性を内包していることである。従って、本発明は前
記問題点を解消し、工事期間を短縮し、施工費の経済性
に鑑みて垣部材を支持するための柱を設置せず垣部材を
下部で支持することにより、設置が極めて簡単であると
ともに優秀な堅固性を有する垣部材の設置のための柱礎
部材及び垣の設置方法を提供することにその目的があ
る。
Another problem is that the fence member 2 is inserted by inserting the connecting portions projecting on both sides of the fence member 2 into the grooves formed in advance in both columns installed at a distance of about 3 m. In order to support, the fence member 2 is vulnerable to break easily when it receives an impact. Therefore, the present invention eliminates the above-mentioned problems, shortens the construction period, and supports the fence member at the bottom without installing a pillar for supporting the fence member in view of the economical efficiency of the construction cost. It is an object of the present invention to provide a pillar foundation member and a method for installing a fence member for installing a fence member that is extremely simple and has excellent solidity.

【0007】[0007]

【課題を解決するための手段】前記目的を実現するため
の本発明の柱礎部材は、垣部材の下部面の中央又は両側
に設置されたサポートが挿入結合される結合溝を備える
ものであり、地面又は胸壁上の各垣部材間の位置、又は
垣の中央部に対応する位置の地面又は胸壁にロッドが埋
設された基礎部を形成し、基礎部の上部に本発明による
管体形状の柱礎部材を固定設置した後、垣部材の下部両
側を前記柱礎部材の上部両側に形成された結合溝に結合
して、柱礎部材が垣部材を垂直に支えながら保持するよ
うにした後、柱礎部材の内部の空間部にセメントモルタ
ルを充填させることにより設置することである。
The pillar foundation member of the present invention for achieving the above object is provided with a coupling groove into which a support provided at the center or both sides of the lower surface of the fence member is inserted and coupled. , A position between the fence members on the ground or the chest wall, or a base portion in which a rod is embedded in the ground or the chest wall at a position corresponding to the central portion of the fence is formed, and the tubular body shape of the present invention is formed on the upper portion of the foundation portion After the pillar foundation member is fixedly installed, the lower sides of the fence member are connected to the coupling grooves formed on the upper sides of the pillar foundation member so that the pillar foundation member holds the fence member while vertically supporting it. It is to be installed by filling cement mortar into the space inside the pillar foundation member.

【0008】[0008]

【発明の実施の形態】以下、添付した図面に基づいて本
発明の実施形態を詳細に説明する。図2(a)乃至(f)は
本発明の一実施形態の柱礎部材1を示す概略斜視図であ
り、図2(a)に示した柱礎部材1はその内部が貫通さ
れ、中空部11が形成されている。また、垣部材2を固
定結合するため、柱礎部材1の上端部の外周縁には貫通
結合溝12が形成されている。この貫通結合溝12は、
図2(b)に示すように、一つのみを形成してもよいが、
一般に互いに対向する位置に二つが形成される。また、
垣のコーナーを形成する場合は対向位置に形成されず、
場合によっては3面に形成させてもよい。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described in detail below with reference to the accompanying drawings. 2 (a) to 2 (f) are schematic perspective views showing a pillar foundation member 1 according to an embodiment of the present invention. The pillar foundation member 1 shown in FIG. 11 is formed. Further, in order to fixedly connect the fence member 2, a through coupling groove 12 is formed on the outer peripheral edge of the upper end portion of the column base member 1. The through coupling groove 12 is
Although only one may be formed as shown in FIG. 2 (b),
Generally, two are formed at positions facing each other. Also,
When forming a corner of the fence, it is not formed at the opposite position,
In some cases, it may be formed on three surfaces.

【0009】即ち、図2(b)に示した柱礎部材1は一面
にだけ貫通結合溝12を備えるものであり、このような
柱礎部材1は、図6に示すように、垣を設置しようとす
る地面が傾斜している場合に適用するためのもので、垣
部材2の下部の一側を固定するためのものである。
That is, the pillar foundation member 1 shown in FIG. 2 (b) is provided with a through coupling groove 12 only on one surface. Such a pillar foundation member 1 is provided with a fence as shown in FIG. This is to be applied when the ground to be sloping is inclined and to fix one side of the lower part of the fence member 2.

【0010】又、図2(c)に示した柱礎部材1は3方向
に向く貫通結合溝12を備えるもので、このような柱礎
部材1は垣部材2が直線状に設置される場合、コーナー
部分を形成する場合に使用できるものであり、この場
合、設置された垣は、図8(c)に示すように結合される
ものである。
The column base member 1 shown in FIG. 2 (c) is provided with through-coupling grooves 12 oriented in three directions. In such a column base member 1, when the fence member 2 is installed linearly. , Which can be used to form a corner portion, in which case the installed fences are joined as shown in FIG. 8 (c).

【0011】図2(d)に示す柱礎部材1は、柱礎部材1
の外周縁に貫通結合溝12が形成されている垣部材2を
より堅固に支持するために考案されたもので、中空部1
1を横切る補強部13が形成され、補強部13には垣部
材2の下端側面又は垣部材2のサポート21を固定する
ため、一方向にだけ開放された閉鎖結合溝12aが形成
されている。この柱礎部材の結合状態は、図8(b)に示
すような状態に垣部材2と柱礎部材1が結合されるもの
である。
The column base member 1 shown in FIG. 2D is the column base member 1
The hollow portion 1 has been devised to more firmly support the fence member 2 having the through coupling groove 12 formed on the outer peripheral edge thereof.
A reinforcing portion 13 that crosses 1 is formed, and in order to fix the lower end side surface of the fence member 2 or the support 21 of the fence member 2, the reinforcing portion 13 is formed with a closed coupling groove 12a that is open only in one direction. The pillar base member is connected to the fence member 2 and the pillar base member 1 in a state as shown in FIG. 8 (b).

【0012】図2(e)に示した本発明の柱礎部材1は、
同図から分かるように、柱礎部材1の外周縁に、中空部
11に向いて開放された閉鎖結合溝12aが形成された
もので、垣部材2に形成されているサポート21の一部
が閉鎖結合溝12aに結合されて固定設置された後、中
空部11がモルタルで満たされるものである。図2fに
示した本発明の柱礎部材1は、同図から分かるように、
柱礎部材1に形成された補強部13に中空部11に向い
て開放された閉鎖結合溝12aが形成されているもの
で、垣部材2の下端部は柱礎部材1の外周縁上端部に接
し、垣部材2のサポート21が柱礎部材1の補強部13
に形成されている閉鎖結合溝12aに挿入結合された状
態で、中空部11がセメントモルタルで満たされるもの
である。
The pillar foundation member 1 of the present invention shown in FIG.
As can be seen from the figure, the column base member 1 is provided with a closed coupling groove 12a opened toward the hollow portion 11 on the outer peripheral edge thereof, and a part of the support 21 formed on the fence member 2 is The hollow portion 11 is filled with mortar after being fixedly installed by being coupled with the closed coupling groove 12a. As can be seen from the figure, the pillar foundation member 1 of the present invention shown in FIG.
A reinforcing coupling portion 13 formed on the column base member 1 is formed with a closed coupling groove 12a opened toward the hollow portion 11, and a lower end portion of the fence member 2 is formed on an upper end portion of an outer peripheral edge of the column base member 1. The support 21 of the fence member 2 is in contact with the reinforcing portion 13 of the pillar foundation member 1.
The hollow portion 11 is filled with cement mortar in a state where the hollow portion 11 is inserted and coupled to the closed coupling groove 12a formed in the.

【0013】先に説明した図2(e)及び図2(f)に示し
た柱礎部材1を用いる垣の設置は、貫通結合溝12が形
成されていない柱礎部材1を使用して、サポート21が
形成された垣部材2を設置するものであるので、横に形
成された垣部材2の下端から加わる荷重を柱礎部材1の
上端が受けるものである。なお、本発明の柱礎部材は、
図2(a)乃至図2(f)に示した四角形状のものに限定さ
れるものではなく、垣部材2を固定するための貫通結合
溝12又は閉鎖結合溝12aを有するものであればどの
ような形状のものであっても本発明の範疇に属するもの
である。
The installation of the fence using the pillar foundation member 1 shown in FIGS. 2 (e) and 2 (f) described above uses the pillar foundation member 1 in which the through coupling groove 12 is not formed, Since the fence member 2 on which the support 21 is formed is installed, the upper end of the pillar foundation member 1 receives the load applied from the lower end of the laterally formed fence member 2. Incidentally, the pillar foundation member of the present invention,
It is not limited to the rectangular shape shown in FIGS. 2 (a) to 2 (f), and may be any one having a through coupling groove 12 or a closed coupling groove 12a for fixing the fence member 2. Even such a shape is within the scope of the present invention.

【0014】図3及び図4は垣部材2と柱礎部材1を用
いて垣を設置する本発明の一実施形態である。これらの
図に示すように垣を設置しようとする時、各垣部材2の
間の地面にコンクリートを注いで基礎部3を形成し、基
礎部3上の所定高さに突出するようにロッド(鉄筋)5
を設置する(垣の設置位置が胸壁である場合は、胸壁の
上部からロッド5を設置するための孔を穿孔しロッドを
上部から挿入して設置する)。
FIGS. 3 and 4 show an embodiment of the present invention in which a fence is installed using the fence member 2 and the pillar foundation member 1. When attempting to install a fence as shown in these figures, concrete is poured on the ground between the fence members 2 to form the foundation portion 3, and the rod (so as to project to a predetermined height above the foundation portion 3 Reinforcing bar) 5
(When the fence is installed on the chest wall, a hole for installing the rod 5 is punched from the upper part of the chest wall and the rod is inserted from the upper part to set it).

【0015】基礎部3上に管体形状の柱礎部材1を設置
する時、まず、基礎部3上に突出したロッド5が柱礎部
材1の中空部11内に位置する状態に、それぞれ直線列
と水平を成すように設置して基礎部3と柱礎部材1が結
合されるようにする。しかる後、柱礎部材1を中心に左
右両側に位置する二つの垣部材2の各一側のサポート2
1をそれぞれ柱礎部材1内の中空部11に挿入するとと
もに柱礎部材1の上部に形成された貫通結合溝12又は
閉鎖結合溝12aに垣部材2の底面部又はサポート21
を結合して、柱礎部材1が垣部材2を垂直に支持しなが
ら固定するように立てた後、柱礎部材1の中空部11に
セメントモルタル4を充填させてから十分に養生させ
る。
When installing the tubular pillar foundation member 1 on the foundation portion 3, first, the rods 5 projecting on the foundation portion 3 are linearly arranged so as to be positioned inside the hollow portion 11 of the pillar foundation member 1. It is installed so as to be horizontal with the row so that the foundation portion 3 and the column foundation member 1 are connected. Then, the support 2 on each side of the two fence members 2 located on the left and right sides of the pillar foundation member 1 as a center.
1 into the hollow portion 11 in the column base member 1 and the bottom portion or support 21 of the fence member 2 in the through coupling groove 12 or the closed coupling groove 12a formed in the upper portion of the column foundation member 1.
, And the pillar foundation member 1 is set up so as to fix the fence member 2 while vertically supporting it, and then the hollow portion 11 of the pillar foundation member 1 is filled with the cement mortar 4 and fully cured.

【0016】このような方法により設置された垣にあっ
ては、図8(a)に示すように、柱礎部材1の中空部11
に充填され養生されたセメントモルタル4により、柱礎
部材1はロッド5による補強力を伴って基礎部3と結合
される。また、垣部材2は、サポート21及び貫通結合
溝12又は閉鎖結合溝12aにより柱礎部材1に固定さ
れるから、荷重が下部で支えられながら保持される。こ
れにより、この垣は、堅固性に優れるだけでなく、段階
的な設置方法に沿って形成されるので、設置工程が極め
て簡単であり、工期の短縮及び経済性の向上が図れる。
In the fence installed by such a method, as shown in FIG. 8A, the hollow portion 11 of the pillar foundation member 1 is formed.
By the cement mortar 4 which is filled and cured, the pillar foundation member 1 is joined to the foundation portion 3 with the reinforcing force of the rod 5. Further, since the fence member 2 is fixed to the pillar foundation member 1 by the support 21 and the through coupling groove 12 or the closed coupling groove 12a, the load is held while being supported by the lower portion. As a result, this fence is not only excellent in solidity but also formed according to the stepwise installation method, so that the installation process is extremely simple, and the construction period can be shortened and the economical efficiency can be improved.

【0017】図5はサポート21が存在しない垣部材2
の施工状態を示すものである。これは柱礎部材1の貫通
結合溝12に垣部材2の下部が結合されたもので、セメ
ントモルタル4が垣部材2の透視孔を介して注入され
て、下端を取り囲む状態に満たされるので、柱礎部材1
により堅固に支持できるものである。図面に示していな
いが、図5の場合、図2(d)に示したような柱礎部材1
を使用すると、図8(b)に示すような状態になる。すな
わち、垣部材の下端部の側面が補強部13に形成された
閉鎖結合溝12aに結合され、下端部が貫通結合溝12
と結合されるので、垣部材2を垂直に固定設置すること
がさらに容易になる。
FIG. 5 shows the fence member 2 without the support 21.
It shows the construction state of. This is one in which the lower part of the fence member 2 is joined to the through-coupling groove 12 of the pillar foundation member 1, and the cement mortar 4 is injected through the see-through hole of the fence member 2 to fill the state of surrounding the lower end. Column foundation member 1
Can be more firmly supported. Although not shown in the drawing, in the case of FIG. 5, the column foundation member 1 as shown in FIG.
Is used, the state becomes as shown in FIG. That is, the side surface of the lower end portion of the fence member is joined to the closed joint groove 12 a formed in the reinforcing portion 13, and the lower end portion is connected to the through joint groove 12.
It becomes easier to vertically install the fence member 2 because the fence member 2 is connected to the fence member 2.

【0018】図6は垣が設置される地面が斜めである場
合を説明するための本発明の実施形態である。ここで
は、基礎部3上に柱礎部材1を設置した状態で、低い地
面側に位置した前記柱礎部材1の上部に一つの貫通結合
溝12又は閉鎖結合溝12aのみを有する大略半分の大
きさの他の柱礎部材1を積層し固定させる。しかる後、
垣部材2が水平を成すようにし、柱礎部材1の中空部1
1をセメントモルタルで満たし養生させると、傾斜地面
に従って垣部材2が階段式に設置される。
FIG. 6 is an embodiment of the present invention for explaining the case where the ground on which the fence is installed is oblique. Here, in a state in which the pillar foundation member 1 is installed on the foundation portion 3, only one through coupling groove 12 or one closed coupling groove 12a is provided in the upper portion of the pillar foundation member 1 located on the lower ground side, which is about half the size. The other pillar foundation member 1 of Sano is laminated and fixed. After a while
The fence member 2 is made horizontal, and the hollow portion 1 of the pillar foundation member 1
When 1 is filled with cement mortar and cured, the fence member 2 is installed stepwise according to the sloped ground.

【0019】図7は一つの垣部材2を一つの柱礎部材1
で設置することを示すもので、基礎部3の上部に設置さ
れる柱礎部材1を垣部材2の中央下端部と結合される位
置に設置し、柱礎部材1の貫通結合溝12に垣部材2の
中央下端を結合させた後、中空部11をモルタル4で満
たすことにより堅固に結合し得るものである。この場
合、モルタル4が垣部材2の中央下端部を透視孔を介し
て注入されて取り囲むようにすると、より堅固に垣を設
置することができる。
FIG. 7 shows one fence member 2 and one pillar foundation member 1.
The pillar foundation member 1 installed on the upper portion of the foundation portion 3 is installed at a position where it is joined to the central lower end portion of the fence member 2, and the fence foundation member 1 is fitted into the through coupling groove 12 of the pillar foundation member 1. After the central lower end of the member 2 is joined, the hollow portion 11 is filled with the mortar 4 so that the member 2 can be firmly joined. In this case, if the mortar 4 is injected into the lower end of the center of the fence member 2 through the transparent hole to surround the mortar 4, the fence can be installed more firmly.

【0020】又、垣部材2に透視孔が形成されていない
場合は、垣部材2の下端部にモルタルが満たされる貫通
孔を形成し、セメントモルタルが貫通孔に満たされるよ
うにし、柱礎部材1の中空部11にモルタルをを満たす
と、透視孔の形成にかかわらず堅固に固定設置すること
ができる。
In addition, when the transparent member 2 is not formed with a see-through hole, a through hole for filling the mortar is formed at the lower end of the hedge member 2 so that the cement mortar is filled in the through hole, and the pillar foundation member is formed. When the hollow portion 11 is filled with mortar, it can be firmly fixed and installed regardless of the formation of the see-through hole.

【0021】本発明は図面に示したものにだけ限定され
るものではなく、内部に中空部11及び貫通結合溝12
及び/又は閉鎖結合溝12aを有する多様な形状の柱礎
部材1を用いて各種形状の垣部材2を設置する方法であ
れば本発明の範疇に包含されると考えるべきであり、柱
礎部材1の形状においても、中空部11と垣部材2を固
定設置するための結合溝が形成されたものであればどの
ような形状のものであってもよいものである。
The present invention is not limited to what is shown in the drawings, but the hollow portion 11 and the through coupling groove 12 are provided inside.
And / or a method of installing the fence member 2 of various shapes by using the pillar foundation member 1 of various shapes having the closed coupling groove 12a should be considered to be included in the category of the present invention. The shape 1 may be of any shape as long as it has a coupling groove for fixing and installing the hollow portion 11 and the fence member 2.

【0022】[0022]

【発明の効果】以上説明したように、本発明によれば、
垣部材を柱により支持する必要がなくなり、垣部材を下
部で結合させた状態で支えるように設置されるから、支
持力及び堅固性が高くなり、設置工程が簡単になるの
で、工期短縮及び経済的効果の面に優れたものである。
As described above, according to the present invention,
Since it is not necessary to support the fence member by the pillar and it is installed so that the fence member is supported in the state where it is joined at the bottom, the supporting force and robustness are increased, the installation process is simplified, and the construction period is shortened and the economy is reduced. It is excellent in terms of physical effect.

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

【図1】従来の垣の設置状態を示す正面図である。FIG. 1 is a front view showing an installation state of a conventional fence.

【図2】本発明の柱礎部材の各種の実施形態の斜視図で
ある。
FIG. 2 is a perspective view of various embodiments of a pillar foundation member of the present invention.

【図3】本発明の一実施形態による垣の設置状態を示す
一部断面の正面図である。
FIG. 3 is a front view of a partial cross section showing an installed state of a fence according to an embodiment of the present invention.

【図4】本発明の一実施形態による垣の設置状態を示す
一部断面の正面図である。
FIG. 4 is a front view of a partial cross section showing the installation state of the fence according to the embodiment of the present invention.

【図5】本発明の他の実施形態による垣の設置状態を示
す正面図である。
FIG. 5 is a front view showing an installed state of a fence according to another embodiment of the present invention.

【図6】本発明の他の実施形態による垣の設置状態を示
す正面図である。
FIG. 6 is a front view showing an installed state of a fence according to another embodiment of the present invention.

【図7】本発明の他の実施形態による垣の設置状態を示
す正面図である。
FIG. 7 is a front view showing an installed state of a fence according to another embodiment of the present invention.

【図8】上記各実施形態の設置方法により設置された垣
部材と柱礎部材の結合状態を示す平断面図である。
FIG. 8 is a plan cross-sectional view showing a combined state of a fence member and a pillar foundation member installed by the installation method of each of the above embodiments.

【符号の説明】[Explanation of symbols]

1 柱礎部材 2 垣部材 3 基礎部 4 モルタル 5 ロッド 11 中空部 12 結合溝 12a 閉鎖結合溝 13 補強部 21 サポート 1 pillar foundation member 2 fence member 3 foundation part 4 mortar 5 rod 11 hollow part 12 coupling groove 12a closed coupling groove 13 reinforcing part 21 support

Claims (18)

【特許請求の範囲】[Claims] 【請求項1】 垣を設置するために基礎部の上部に設置
される柱礎部材(1)において、 柱礎部材(1)はその内部に中空部(11)を有し、 垣部材(2)の下端部と結合するための貫通結合溝(1
2)及び/又は閉鎖結合溝(12a)を備えることを特
徴とする垣用の柱礎部材。
1. A pillar foundation member (1) installed on an upper part of a foundation for installing a fence, wherein the pillar foundation member (1) has a hollow portion (11) therein, and the fence member (2 ) Through connection groove (1
2) and / or a column base member for a fence, which is provided with a closed coupling groove (12a).
【請求項2】 柱礎部材(1)が一つの貫通結合溝(1
2)又は閉鎖結合溝(12a)のみを備えることを特徴
とする請求項1記載の柱礎部材。
2. The pillar foundation member (1) has a single through coupling groove (1).
2. The column foundation member according to claim 1, characterized in that it comprises only 2) or a closed coupling groove (12a).
【請求項3】 柱礎部材(1)が二つの貫通結合溝(1
2)又は閉鎖結合溝(12a)を備え、前記二つの貫通
結合溝(12)又は閉鎖結合溝(12a)が互いに対向
するように形成されていることを特徴とする請求項1記
載の柱礎部材。
3. The pillar foundation member (1) has two through-coupling grooves (1).
2) or a closed coupling groove (12a), wherein the two through coupling grooves (12) or the closed coupling groove (12a) are formed to face each other. Element.
【請求項4】 柱礎部材(1)が三つの貫通結合溝(1
2)又は閉鎖結合溝(12a)を備え、そのうち二つの
貫通結合溝(12)又は閉鎖結合溝(12a)は互いに
対向する位置に形成され、残り一つの貫通結合溝(1
2)又は閉鎖結合溝(12a)は二つの貫通結合溝(1
2)又は閉鎖結合溝(12a)に対して任意の角を成す
ように形成されていることを特徴とする請求項1記載の
柱礎部材。
4. The pillar foundation member (1) has three penetration coupling grooves (1).
2) or a closed coupling groove (12a), of which two through coupling grooves (12) or closed coupling grooves (12a) are formed at positions facing each other, and the remaining one through coupling groove (1).
2) or the closed coupling groove (12a) has two through coupling grooves (1
2. The column foundation member according to claim 1, wherein the column foundation member is formed so as to form an arbitrary angle with respect to 2) or the closed coupling groove (12a).
【請求項5】 柱礎部材(1)の外周縁に形成されてい
る結合溝が貫通結合溝であることを特徴とする請求項1
乃至4のいずれか一項記載の柱礎部材。
5. The coupling groove formed on the outer peripheral edge of the column base member (1) is a through coupling groove.
The column foundation member according to any one of 1 to 4.
【請求項6】 柱礎部材(1)の外周縁に形成されてい
る結合溝が閉鎖結合溝であることを特徴とする請求項1
乃至4のいずれか一項記載の柱礎部材。
6. The coupling groove formed on the outer peripheral edge of the column base member (1) is a closed coupling groove.
The column foundation member according to any one of 1 to 4.
【請求項7】 柱礎部材(1)が補強部(13)を備
え、その補強部(13)には閉鎖結合溝(12a)が形
成されていることを特徴とする請求項1乃至3のいずれ
か一項記載の柱礎部材。
7. The column foundation member (1) is provided with a reinforcing portion (13), and the reinforcing connecting portion (13) is formed with a closed coupling groove (12a). The pillar foundation member according to any one of the items.
【請求項8】 柱礎部材を用いて垣を設置する方法にお
いて、 地面に基礎部(3)を形成し、 前記基礎部(3)に、中空部(11)及び貫通結合溝及
び/又は閉鎖結合溝(12a)を有する柱礎部材(1)
を設置し、 基礎部(3)と柱礎部材(1)が結合されるようにした
後、柱礎部材(1)内に垣部材(2)の下端部を結合さ
せ、 柱礎部材(1)の中空部にセメントモルタル(4)を充
填させることを特徴とする柱礎部材を用いる垣の設置方
法。
8. A method of installing a fence using a pillar foundation member, wherein a foundation portion (3) is formed on the ground, and the foundation portion (3) has a hollow portion (11) and a through coupling groove and / or a closure. Column foundation member (1) having a coupling groove (12a)
Is installed so that the foundation portion (3) and the column foundation member (1) are coupled to each other, and then the lower end portion of the fence member (2) is coupled to the column foundation member (1), and the column foundation member (1 (2) A method of installing a fence using a pillar foundation member, characterized in that the hollow portion is filled with cement mortar (4).
【請求項9】 下端部にサポート(21)が形成された
垣部材(2)を使用することを特徴とする請求項8記載
の柱礎部材を用いる垣の設置方法。
9. The method of installing a fence using a pillar foundation member according to claim 8, wherein a fence member (2) having a support (21) formed at a lower end thereof is used.
【請求項10】 垣部材(2)の中央底面部が柱礎部材
(1)の外周縁に形成されている貫通結合溝(12)と
結合されることを特徴とする請求項8又は9記載の柱礎
部材を用いる垣の設置方法。
10. The center bottom surface portion of the fence member (2) is coupled with a through coupling groove (12) formed in the outer peripheral edge of the column foundation member (1). How to install the fence using the pillar foundation member of the.
【請求項11】 垣部材(2)のサポート(21)が柱
礎部材(1)の内部に形成されている補強部(13)に
形成された閉鎖結合溝(12a)と結合されることを特
徴とする請求項8又は9記載の柱礎部材を用いる垣の設
置方法。
11. The support (21) of the fence member (2) is combined with the closed coupling groove (12a) formed in the reinforcing portion (13) formed inside the pillar foundation member (1). A method of installing a fence using the pillar foundation member according to claim 8 or 9.
【請求項12】 柱礎部材(1)の上部外周縁に形成さ
れている貫通結合溝(12)及び柱礎部材(1)の内部
に形成されている補強部(13)に形成された閉鎖結合
溝(12a)によって、垣部材(2)と柱礎部材(1)
とが二重に結合されることを特徴とする請求項11記載
の柱礎部材を用いる垣の設置方法。
12. A closure formed in a through coupling groove (12) formed in an upper outer peripheral edge of a column base member (1) and a reinforcing portion (13) formed inside the column base member (1). By the connecting groove (12a), the fence member (2) and the pillar foundation member (1)
The method of installing a fence using a pillar foundation member according to claim 11, wherein and are double-bonded.
【請求項13】 基礎部(3)の設置は、柱礎部材
(1)内に挿入されるロッド(5)を埋設することによ
り行われることを特徴とする請求項8又は9記載の柱礎
部材を用いる垣の設置方法。
13. The column foundation according to claim 8 or 9, characterized in that the foundation (3) is installed by burying a rod (5) inserted in the column foundation member (1). How to install a fence using a member.
【請求項14】 基礎部(3)の設置は、柱礎部材
(1)内に挿入されるロッド(5)を埋設することによ
り行われることを特徴とする請求項10記載の柱礎部材
を用いる垣の設置方法。
14. The column foundation member according to claim 10, wherein the foundation (3) is installed by burying a rod (5) inserted into the column foundation member (1). How to install the fence used.
【請求項15】 基礎部(3)の設置は、柱礎部材
(1)内に挿入されるロッド(5)を埋設することによ
り行われることを特徴とする請求項11記載の柱礎部材
を用いる垣の設置方法。
15. The column foundation member according to claim 11, wherein the foundation (3) is installed by burying a rod (5) inserted into the column foundation member (1). How to install the fence used.
【請求項16】 基礎部(3)の設置は、柱礎部材
(1)内に挿入されるロッド(5)を埋設することによ
り行われることを特徴とする請求項12記載の柱礎部材
を用いる垣の設置方法。
16. The column foundation member according to claim 12, wherein the foundation portion (3) is installed by burying a rod (5) inserted into the column foundation member (1). How to install the fence used.
【請求項17】 傾斜地面に柱礎部材を用いて垣を設置
する方法において、 各垣部材(2)の間の地面ごとに基礎部(3)を形成
し、 前記基礎部(3)に少なくとも二つの貫通結合溝(1
2)及び/又は閉鎖結合溝(12a)を有する柱礎部材
(1)を設置し、 柱礎部材(1)の上部に一つの貫通結合溝(12)又は
閉鎖結合溝(12a)のみを有する他の柱礎部材(1)
を積層させ、 その上部に設置される垣部材(2)を、水平を成すよう
に貫通結合溝(12)又は閉鎖結合溝(12a)に結合
して設置し、 しかる後に、柱礎部材(1)の中空部にセメントモルタ
ル(4)を充填させることを特徴とする柱礎部材を用い
る垣の設置方法。
17. A method of installing a fence on a sloped ground using a pillar foundation member, wherein a foundation portion (3) is formed for each ground between the fence members (2), and at least the foundation portion (3) is formed. Two feedthrough grooves (1
2) and / or installing a column foundation member (1) having a closed coupling groove (12a), and having only one through coupling groove (12) or closed coupling groove (12a) on the upper portion of the column foundation member (1) Other pillar foundation members (1)
And the fence member (2) installed on the upper part thereof is connected to the through coupling groove (12) or the closed coupling groove (12a) so as to be horizontal, and then installed. (2) A method of installing a fence using a pillar foundation member, characterized in that the hollow portion is filled with cement mortar (4).
【請求項18】 前記他の柱礎部材(1)内に挿入され
るようにロッド(5)を埋設することを特徴とする請求
項17記載の柱礎部材を用いる垣の設置方法。
18. The method for installing a fence using a pillar member according to claim 17, wherein the rod (5) is embedded so as to be inserted into the other pillar member (1).
JP22681996A 1995-08-29 1996-08-28 Column foundation member and installing method of fence by using column foundation member thereof Pending JPH09112084A (en)

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
KR19950027190 1995-08-29
KR19950027189 1995-08-29
KR1019960033163A KR100200030B1 (en) 1995-08-29 1996-08-09 Socle for a fence and method of laying fence using socle
KR96-33163 1996-08-09
KR95-27189 1996-08-09
KR95-27190 1996-08-09

Publications (1)

Publication Number Publication Date
JPH09112084A true JPH09112084A (en) 1997-04-28

Family

ID=27349212

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22681996A Pending JPH09112084A (en) 1995-08-29 1996-08-28 Column foundation member and installing method of fence by using column foundation member thereof

Country Status (2)

Country Link
JP (1) JPH09112084A (en)
CN (1) CN1112499C (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202008007760U1 (en) * 2008-05-16 2008-08-21 B+F Baumaschinen Und Factoring Ag fall Protection
CN103334632B (en) * 2013-06-17 2015-07-22 浙江美典新材料有限公司 Barrier

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57174573A (en) * 1981-04-20 1982-10-27 Yoshida Kogyo Kk Renewing of established handrail
JPS6058615B2 (en) * 1978-04-25 1985-12-20 ソニー株式会社 Error data correction method
JPS6058646B2 (en) * 1981-02-17 1985-12-20 東芝テック株式会社 vacuum cleaner
JPS6252649B2 (en) * 1980-07-29 1987-11-06 Aida Eng Ltd
JPH06229148A (en) * 1992-03-25 1994-08-16 Yoshikawa Kenzai Kk Fence

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6058615B2 (en) * 1978-04-25 1985-12-20 ソニー株式会社 Error data correction method
JPS6252649B2 (en) * 1980-07-29 1987-11-06 Aida Eng Ltd
JPS6058646B2 (en) * 1981-02-17 1985-12-20 東芝テック株式会社 vacuum cleaner
JPS57174573A (en) * 1981-04-20 1982-10-27 Yoshida Kogyo Kk Renewing of established handrail
JPH06229148A (en) * 1992-03-25 1994-08-16 Yoshikawa Kenzai Kk Fence

Also Published As

Publication number Publication date
CN1112499C (en) 2003-06-25
CN1150616A (en) 1997-05-28

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