JPH05187154A - Manufacture of built-up unit fence and construction method for fence therewith - Google Patents

Manufacture of built-up unit fence and construction method for fence therewith

Info

Publication number
JPH05187154A
JPH05187154A JP2183092A JP2183092A JPH05187154A JP H05187154 A JPH05187154 A JP H05187154A JP 2183092 A JP2183092 A JP 2183092A JP 2183092 A JP2183092 A JP 2183092A JP H05187154 A JPH05187154 A JP H05187154A
Authority
JP
Japan
Prior art keywords
wall
fence
roof
unit
pipe
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
JP2183092A
Other languages
Japanese (ja)
Inventor
Souichi Oomori
壯一 太盛
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.)
DOUMON KENSETSU KK
Original Assignee
DOUMON KENSETSU KK
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 DOUMON KENSETSU KK filed Critical DOUMON KENSETSU KK
Priority to JP2183092A priority Critical patent/JPH05187154A/en
Publication of JPH05187154A publication Critical patent/JPH05187154A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To provide a built-up unit fence having high quality, capable of being constructed at a low cost in a short construction period without much labor, and reducing the transportation labor. CONSTITUTION:A built-up unit fence 16 is divided into a foundation section 10, a wall section 11, and a roof section 12 constituting a fence with the preset length, and they are manufactured with molds respectively. The foundation sections 10, wall sections 11, and roof sections 12 manufactured in advance are transported to the construction site of the fence, the built-up unit fence 16 with the preset length is assembled at the site, and many built-up unit fences 16 are connected to construct the fence.

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、所定長の塀を基礎部と
壁部及び屋根部をそれぞれ製造し、該製造した基礎部、
壁部及び屋根部を組み立て塀を構築する組立式単位塀の
製造方法及び組立式単位塀の製造方法を使用する塀の構
築方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention manufactures a wall having a predetermined length to form a foundation, a wall and a roof, and the manufactured foundation.
The present invention relates to a method of manufacturing a prefabricated unit fence in which walls and roofs are assembled to construct a fence, and a method of constructing a fence using the method of manufacturing a prefabricated unit fence.

【0002】[0002]

【従来の技術】従来、塀は不動産として現場にて施工し
構築していた。例えば、ブロック塀では、地面を掘削し
て溝を形成した後、該溝の底面に栗石を敷設しコンクリ
ートを流し込み基礎を築き、その上にブロックを順次積
み重ねて構築し、土塀では、藁と粘土を練ったものを積
み重ねて形成し、更には、コンクリート塀では基礎を築
いて型枠を設けその中にコンクリートを流し込み固化さ
せつつ形成していた。
2. Description of the Related Art Conventionally, fences have been constructed and constructed as real estate on site. For example, in a block fence, after excavating the ground to form a groove, laying stones on the bottom of the groove to pour concrete into it to build a foundation, and then build blocks by sequentially stacking it. It was formed by stacking the kneaded materials, and further, in the concrete fence, the foundation was laid and the formwork was provided, and the concrete was poured into it and solidified.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、従来の
いずれの塀の構築法によっても完成までに、多数の人手
と長い工期及び高額な費用を要するという問題点があっ
た。本発明はかかる事情に鑑みてなされたもので、質が
高く、人手を要さず短い工期で安価に構築できると共に
輸送の労力を軽減した所定長の組立式単位塀の製造方法
及び組立式単位塀を使用する塀の構築方法を提供するこ
とを目的とする。
However, there is a problem in that any of the conventional methods for constructing a fence requires a large number of manpower, a long construction period, and a high cost until completion. The present invention has been made in view of the above circumstances, and is a method of manufacturing a prefabricated unit fence having a predetermined length that is high in quality, can be constructed at a low cost in a short construction period without requiring manpower, and has reduced transportation labor, and a prefabricated unit fence. It is an object of the present invention to provide a method of constructing a fence using a fence.

【0004】[0004]

【課題を解決するための手段】前記目的に沿う請求項1
記載の組立式単位塀の製造方法は、所定長の塀をそれぞ
れ構成する基礎部、該基礎部に立設する壁部及び該壁部
の頂部に配置される屋根部に分割しそれぞれを型枠を用
いて製造する組立式単位塀の製造方法であって、前記基
礎部、壁部及び屋根部用の型枠にそれぞれ離型材を配設
する工程と、前記それぞれの型枠に内部に連結用の鉄筋
が嵌入する孔を形成する為の孔形成用部材を配設する工
程と、前記それぞれの型枠の内側にコンクリート等の硬
化充填材を入れる工程と、前記硬化充填材が固化した
後、基礎部、壁部及び屋根部を脱型する工程とを有して
構成されている。
A method according to the above-mentioned object.
The method for manufacturing a prefabricated unit fence described above is divided into a base portion that constitutes a fence of a predetermined length, a wall portion that is erected on the foundation portion, and a roof portion that is arranged on the top portion of the wall portion. A method of manufacturing a prefabricated unit fence manufactured by using a method for forming a mold release material on each of the molds for the foundation portion, the wall portion, and the roof portion, and for internally connecting the molds to each other. A step of arranging a hole forming member for forming a hole into which the reinforcing bar is fitted, a step of putting a hardening filler such as concrete inside the respective molds, and after the hardening filler is solidified, And a step of removing the base portion, the wall portion, and the roof portion.

【0005】そして、請求項2記載の組立式単位塀を使
用する壁の構築方法は、所定長の塀を構成する基礎部と
壁部と屋根部を分割してそれぞれの内部に孔を設けて予
め工場で製造し、しかる後現場に所定数の前記基礎部と
壁部と屋根部を輸送し、所定場所に前記基礎部を備え、
該基礎部の上に内部の孔が連通するように必要に応じて
接着材を介して壁部を載置し、同様にして前記壁部に屋
根部を載置し、前記それぞれの孔に鉄筋を配設して硬化
充填材を入れて単位塀を形成し、該単位塀を連設して構
成されている。前記離型材は、型枠と製造する形成する
基礎部、壁部及び屋根部との接着を防止するためのもの
であり、例えば、発泡スチロール、ビニール、紙等が使
用できるが、グリスあるいは油等で液体状の離型剤も含
む。前記孔形成用部材は、その断面が、円形や半円形等
に限定されるものではなく、例えば楕円、方形等の種々
の形状をも含むものである。前記組立式単位塀は、洋
風、和風等の種々の形状のものを含む。前記硬化充填材
は、硬化して十分な強度を有することが必要であり、例
えば、コンクリート、モルタル等のセメントを含む接着
性を有する材料をいう。
According to a second aspect of the present invention, there is provided a method of constructing a wall using a prefabricated unit wall, in which a base portion, a wall portion and a roof portion constituting a wall having a predetermined length are divided and holes are provided in each of them. Produced in a factory in advance, and then transport a predetermined number of the foundation, walls and roof to the site, and equip the location with the foundation.
A wall portion is placed on the foundation portion via an adhesive as necessary so that the inner holes communicate with each other, a roof portion is placed on the wall portion in the same manner, and a reinforcing bar is placed in each of the holes. Is provided, a hardening filler is put thereinto to form a unit wall, and the unit walls are arranged in series. The mold release material is for preventing adhesion between the base part to be formed with the mold, the wall part and the roof part, and for example, Styrofoam, vinyl, paper, etc. can be used, but with grease or oil etc. Also includes liquid release agents. The cross section of the hole forming member is not limited to a circular shape, a semicircular shape, or the like, and includes various shapes such as an ellipse and a square. The prefabricated unit wall includes various shapes such as Western style and Japanese style. The hardened filler is required to be hardened and have sufficient strength, and refers to a material having an adhesive property including cement such as concrete or mortar.

【0006】[0006]

【作用】請求項1記載の単位塀の製造方法においては、
まず、基礎部、壁部及び屋根部の形状に応じたそれぞれ
の型枠を形成しておく。前記それぞれの型枠の内側に形
成する基礎部、壁部及び屋根部と型枠の脱型が容易とな
るように離型材を配設し、次に、前記基礎部、壁部及び
屋根部の組立時にその内部に鉄筋を配設することができ
るように孔形成用部材を配設する。そして、該型枠の内
側に硬化充填材を所定の高さまで入れ上面を均す。該硬
化充填材が固化した後、前記それぞれ型枠から基礎部、
壁部及び屋根部を脱型して取り出す。
In the method of manufacturing a unit wall according to claim 1,
First, respective molds corresponding to the shapes of the base portion, the wall portion and the roof portion are formed. A base, a wall and a roof formed on the inside of each of the molds and a mold release material are arranged so that the mold can be easily demolded, and then the base, the wall and the roof are formed. The hole forming member is arranged so that the reinforcing bar can be arranged therein during assembly. Then, the hardened filler is put inside the mold to a predetermined height and the upper surface is leveled. After the cured filler is solidified, the mold is removed from the foundation,
Remove the wall and roof from the mold.

【0007】請求項2記載の組立式単位塀を使用する壁
の構築方法においては、予め、工場において所定長の塀
を基礎部、壁部及び屋根部に分割して内部に孔を備えて
製造する。該製造された基礎部、壁部及び屋根部を壁の
構築に必要な所定数トラック等の運搬手段を用いて壁の
構築現場まで輸送する。そして、既に塀を構築する所定
場所に溝を掘削して設けた基礎の上面に前記基礎部を備
える。該基礎部の上に必要に応じて接着材を介すると共
に、内部の孔が連通するように壁部を載置し、同様にし
て該壁部に屋根部を載置する。更に、前記孔に鉄筋を配
設して硬化充填材を入れて所定長の単位塀を形成し、順
次前記工程による組立式単位塀を連設して塀を構築す
る。また、前記壁の構築においては、基礎部と壁部と屋
根部を組立て単位塀とした後、所定場所に該組立式単位
塀を連設して壁を構築するようにしても良い。
In the method of constructing a wall using the prefabricated unit wall according to the second aspect of the present invention, a fence having a predetermined length is divided into a base portion, a wall portion and a roof portion in a factory in advance to manufacture the wall with holes. To do. The manufactured base portion, wall portion and roof portion are transported to a wall construction site by using a predetermined number of transportation means such as trucks necessary for constructing the wall. Then, the foundation portion is provided on the upper surface of the foundation which is already provided by excavating the groove at a predetermined place for constructing the fence. If necessary, an adhesive material is interposed on the base portion, and the wall portion is placed so that the internal holes communicate with each other, and similarly, the roof portion is placed on the wall portion. Further, a reinforcing bar is arranged in the hole, a hardening filler is put thereinto to form a unit wall of a predetermined length, and the prefabricated unit walls by the above steps are successively arranged to build a wall. Further, in the construction of the wall, the base portion, the wall portion and the roof portion may be assembled to form a unit fence, and then the prefabricated unit fence may be connected in a predetermined place to construct the wall.

【0008】[0008]

【実施例】続いて、添付した図面を参照しつつ、本発明
を具体化した実施例につき説明し、本発明の理解に供す
る。ここに、図1は本発明の一実施例に係る組立式単位
塀の製造方法を用いて製造された組立式単位塀を使用し
て構築した塀の断面図、図2は孔形成用部材を配設した
基礎部用型枠の斜視図、図3は孔形成用部材を配設した
壁部用型枠の斜視図、図4は孔形成用部材を配設した屋
根部の型枠の斜視図、図5は孔の連通状態を説明するた
めの組立式単位塀の斜視図、図6は組立が完成した組立
式単位塀の斜視図である。図1〜4に示すように、本発
明の一実施例に係る組立式単位塀の製造方法は、まず、
所定長の塀の基礎部10と該基礎部10に立設する壁部
11と該壁部11の頂部に配置された屋根部12のそれ
ぞれの基礎部用型枠13、壁部用型枠14、屋根部用型
枠15を形成しておく。該それぞれの型枠13、14、
15の内側に孔形成用部材を配設し、該型枠13、1
4、15の内側に硬化充填材を入れて固化した後、該型
枠13、14、15を脱型させて内部の基礎部10、壁
部11、屋根部12を取り出す。以下、組立式単位塀1
6の基礎部10、壁部11、屋根部12のそれぞれの製
造方法について詳しく説明する。図2に示すように、基
礎部10の製造方法は、基礎部用型枠13の内側に図示
しない離型材の一例である紙を配設する。そして、直径
略10cm前後のビニール製のパイプを軸線方向に縦割
して形成した断面が半円の半円管17を前記基礎部用型
枠13の底面に配設し、前記半円管17上の所定の2か
所に孔形成用部材の一例である直径略10cm前後のビ
ニール製のパイプを用いて形成した接合管18を配設す
る。該接合管18上及び前記基礎部用型枠13の中間部
に第1のパイプ19を配設し、該両側の第1のパイプ1
9の上にそれぞれ第2のパイプ20を立設させる。
Embodiments of the present invention will now be described with reference to the accompanying drawings to provide an understanding of the present invention. Here, FIG. 1 is a sectional view of a fence constructed by using the prefabricated unit wall manufactured by the method for manufacturing a prefabricated unit wall according to an embodiment of the present invention, and FIG. 2 shows a hole forming member. Fig. 3 is a perspective view of the installed base forming frame, Fig. 3 is a perspective view of a wall forming frame having a hole forming member, and Fig. 4 is a perspective view of a roof forming frame having a hole forming member. FIG. 5 is a perspective view of the assembly-type unit wall for explaining the communication state of the holes, and FIG. 6 is a perspective view of the assembly-type unit wall after the assembly is completed. As shown in FIGS. 1 to 4, a method of manufacturing a prefabricated unit fence according to an embodiment of the present invention is as follows.
A base part 10 of a predetermined length, a wall part 11 standing on the base part 10 and a base part formwork 13 and a wall part formwork 14 of a roof part 12 arranged on the top of the wall part 11. , The roof part form 15 is formed. The respective formwork 13, 14,
A hole forming member is arranged inside the mold 15, and the molds 13, 1
After the hardened filler is put into the inside of 4 and 15 to be solidified, the molds 13, 14 and 15 are demolded, and the internal base 10, wall 11 and roof 12 are taken out. Below, assembling type unit fence 1
The method of manufacturing each of the base portion 10, the wall portion 11, and the roof portion 12 of No. 6 will be described in detail. As shown in FIG. 2, in the method of manufacturing the base portion 10, a paper, which is an example of a release material (not shown), is arranged inside the base portion mold 13. A semicircular pipe 17 having a semicircular cross section, which is formed by longitudinally dividing a vinyl pipe having a diameter of about 10 cm in the axial direction, is arranged on the bottom surface of the foundation part mold 13, and the semicircular pipe 17 is provided. The joining pipes 18 formed by using a vinyl pipe having a diameter of about 10 cm, which is an example of a hole forming member, are arranged at the above predetermined two positions. A first pipe 19 is provided on the joint pipe 18 and in the middle portion of the foundation part form 13, and the first pipes 1 on both sides are arranged.
Second pipes 20 are erected on the respective 9's.

【0009】以上の半円管17、接合管18、第1のパ
イプ19、第2のパイプ20は前記離型材の一例として
用いた図示しない紙で被われている。前記半円管17、
接合管18、第1のパイプ19、第2のパイプ20のそ
れぞれは孔形成用部材の一例である。前記第1のパイプ
19及び第2のパイプ20は接合管18と同様に直径が
略10cm前後のビニール製のパイプを用いて形成され
ている。そして、前記基礎部用型枠13の内側に硬化充
填材の一例である図1に示すコンクリート(生コン)2
1を入れ固化させる。図3に示すように、壁部11の製
造方法は、壁部用型枠14の内側に前記と同様に図示し
ない紙を配設し、壁部用型枠14の相対する長手の側面
の内側にそれぞれ半円管17を設ける。そして、それぞ
れの半円管17に両端部が接合するように孔形成用部材
の一例である第3のパイプ22を配設する。該第3のパ
イプ22は前記接合管18の形成に用いたパイプと同様
のパイプを用いて形成した。以上の半円管17、第3の
パイプ22の表面は図示しない紙で被われている。
The semicircular pipe 17, the joining pipe 18, the first pipe 19 and the second pipe 20 described above are covered with paper (not shown) used as an example of the release material. The semi-circular tube 17,
Each of the joining pipe 18, the first pipe 19, and the second pipe 20 is an example of a hole forming member. The first pipe 19 and the second pipe 20 are formed by using vinyl pipes having a diameter of about 10 cm, similar to the joint pipe 18. Then, the concrete (green concrete) 2 shown in FIG. 1 which is an example of a hardening filler is provided inside the formwork 13 for the foundation part.
Add 1 to solidify. As shown in FIG. 3, in the method for manufacturing the wall portion 11, a paper (not shown) is arranged inside the wall portion mold 14 in the same manner as described above, and inside the opposite long side surfaces of the wall portion mold 14 are arranged. A semi-circular tube 17 is provided in each. Then, a third pipe 22, which is an example of a hole forming member, is arranged so that both ends are joined to the respective semicircular pipes 17. The third pipe 22 was formed by using a pipe similar to the pipe used for forming the joining pipe 18. The surfaces of the above semicircular pipe 17 and the third pipe 22 are covered with paper (not shown).

【0010】図4に示すように、図1に示す屋根部12
の製造方法は、屋根部用型枠15の内側に図示しない前
記紙を配設する。そして、半円管17を前記屋根部用型
枠15の底面に配設し、該半円管の側面に接合するよう
に形成した第4のパイプ23を半円管17の側面の所定
部に立設させる。該第4のパイプ23は前記接合管18
の形成に用いたパイプと同様のパイプを用いて形成し
た。以上の半円管17、第4のパイプ23の表面は図示
しない紙で被われている。前記型枠13、14、15の
内側のコンクリート21が固化した後それぞれの型枠1
3、14、15を脱型させて、半円管17、接合管1
8、第1のパイプ19、第2のパイプ20、第3のパイ
プ22、第4のパイプ23を取り外すと図5に示すよう
な内部を連通する第1の連通孔24、第2の連通孔2
5、第3の連通孔26をそれぞれ備えた基礎部10、壁
部11、屋根部12が形成される。
As shown in FIG. 4, the roof portion 12 shown in FIG.
In the manufacturing method of (1), the above-mentioned paper (not shown) is arranged inside the roof part frame 15. Then, the semi-circular pipe 17 is arranged on the bottom surface of the roof part frame 15, and the fourth pipe 23 formed so as to be joined to the side face of the semi-circular pipe is provided at a predetermined portion on the side face of the semi-circular pipe 17. Make it stand upright. The fourth pipe 23 is the joint pipe 18
It was formed using a pipe similar to the pipe used for forming. The surfaces of the above semi-circular pipe 17 and the fourth pipe 23 are covered with paper (not shown). After the concrete 21 inside the formwork 13, 14, 15 is solidified, the respective formwork 1
3, 14, 15 are demolded to form a semi-circular pipe 17, a joint pipe 1
8, the first pipe 19, the second pipe 20, the third pipe 22, and the fourth pipe 23 are removed, the first communication hole 24 and the second communication hole communicating with the inside as shown in FIG. Two
5, the base portion 10, the wall portion 11, and the roof portion 12 each having the third communication hole 26 are formed.

【0011】次に、組立式単位塀を用いた壁の構築方法
について説明する。まず、図1に示すように、塀の立設
予定地に予め溝を掘削して、該溝の底面に栗石27を敷
設して突き固め、その上にコンクリート28を流し込み
表面を水平に均すと共に所定位置に直径が略10cm程
度の穴29を設けておく。そして、塀の構築に必要な個
数の基礎部10、壁部11、屋根部12をトラック等の
運搬手段を用いて立設予定地に運び込み、前記コンクリ
ート28に設けた穴29と基礎部10に備えた第1の連
通孔24が連通するように鉄筋30を通し、図示しない
硬化充填材一例であるモルタルあるいはコンクリートを
流して基礎部10を固定する。該基礎部10の上にモル
タルを介して第1の連通孔24と第2の連通孔25が連
通するように壁部11を載設する。更に、前記壁部11
の上に鉄筋30を通じて第2の連通孔25と第3の連通
孔26が連通するように屋根部12を載設する。即ち、
図5に示す第1の連通孔24、第2の連通孔25、第3
の連通孔26に図1及び図5に示すように前記それぞれ
の連通孔24、25、26の横方向、縦方向に鉄筋30
が交差して連結するように配設する。該鉄筋30の連結
は鉄筋30の端部に円環31を形成したり、鉄筋を屈曲
させてその中間に円環32を形成し、連通孔24、2
5、26を縦横に交差する鉄筋30の相互は前記円環3
1、32に貫通させて連結されている。
Next, a method of constructing a wall using a prefabricated unit wall will be described. First, as shown in FIG. 1, a groove is previously excavated in a planned site where the wall is to be erected, and a rubble stone 27 is laid and tamped on the bottom surface of the groove, and concrete 28 is poured on it to level the surface horizontally. At the same time, a hole 29 having a diameter of about 10 cm is provided at a predetermined position. Then, the required number of foundation portions 10, wall portions 11 and roof portions 12 for constructing the wall are carried to a planned standing place using a transportation means such as a truck, and the holes 29 and the foundation portion 10 provided in the concrete 28 are provided. The reinforcing bar 30 is passed through so that the provided first communication holes 24 communicate with each other, and mortar or concrete, which is an example of a hardening filler (not shown), is poured to fix the base portion 10. The wall portion 11 is mounted on the base portion 10 so that the first communication hole 24 and the second communication hole 25 communicate with each other via the mortar. Further, the wall portion 11
The roof portion 12 is placed on the above so that the second communication hole 25 and the third communication hole 26 communicate with each other through the reinforcing bar 30. That is,
First communication hole 24, second communication hole 25, third communication hole shown in FIG.
As shown in FIGS. 1 and 5, the communication holes 26 of the reinforcing bars 30 are arranged in the horizontal and vertical directions of the communication holes 24, 25, 26.
Are arranged so that they intersect and are connected. The reinforcing bars 30 are connected to each other by forming a circular ring 31 at the end of the reinforcing bar 30 or bending the reinforcing bar to form a circular ring 32 in the middle of the reinforcing bars 30.
Reinforcing bars 30 intersecting 5 and 26 vertically and horizontally are connected to each other by the ring 3
1, 32 are penetrated and connected.

【0012】その後、第1の連通孔24、第2の連通孔
25、第3の連通孔26、穴29に図示しないモルタル
(場合によってはコンクリート)を充填して組立式単位
塀16の表面に出たモルタルを均して固化させる。図6
に示すように、連通孔24、25、26に充填したモル
タルが固化して組立式単位塀16が形成される。該工程
により完成した組立式単位塀16を連設させて表面を塗
装により仕上げ短期間に塀は完成する。なお、塀の角部
等の特別の形状を要する部分については、該形状に応じ
た型枠を用意して前記工法を用いて製造し、前記組立式
単位塀16に連設させる。最後に、図1に示すように基
礎部10を地中に埋設させる。前記実施例で完成した組
立式単位塀16の表面は塗装仕上げとしたが、例えば、
表面に石板等の化粧板を貼着する等して所望の外観に仕
上げても良い。前記半円管17や接合管18や第1の連
通孔24等の孔形成用部材を取り外したが、取り外さず
にそのままコンクリート21等で埋め込んでも良い。前
記組立式単位塀は洋風であるが、和風の壁の組立式単位
塀でも良いし、他の好みに応じた種々の形状の壁を構築
することもできる。前記基礎部10、壁部11及び屋根
部12にはコンクリートを用いたが、他の硬化充填材
(例、モルタルのみあるいは樹脂)を用いても良く、更
には基礎部12、壁部11及び屋根部12のそれぞれに
モルタルとコンクリート等を使い分けて用いても良い。
また、以上の実施例において、予め型枠の底に土(赤土
が好ましい)を置いてその上に石材を敷き並べ、しかる
後にコンクリート等を充填して全体を固化させ、固化後
に前記土を水洗して除去し、石材を表面に露出させるよ
うにして壁部等を形成することも可能である。また、あ
るいは適当に石材等をその表面に固着することも可能で
ある。
Thereafter, the first communication hole 24, the second communication hole 25, the third communication hole 26, and the hole 29 are filled with mortar (concrete in some cases) which is not shown, and the surface of the unit type wall 16 is assembled. The mortar that came out is leveled and solidified. Figure 6
As shown in FIG. 4, the mortar filled in the communication holes 24, 25, 26 is solidified to form the prefabricated unit fence 16. The prefabricated unit fences 16 completed by the process are connected in series and the surface is finished by painting, so that the fence is completed in a short period of time. In addition, with respect to a portion such as a corner portion of the fence that requires a special shape, a mold corresponding to the shape is prepared, manufactured using the above-described method, and continuously connected to the prefabricated unit fence 16. Finally, as shown in FIG. 1, the foundation 10 is buried in the ground. The surface of the prefabricated unit fence 16 completed in the above-mentioned embodiment is painted finish.
A desired appearance may be obtained by attaching a decorative plate such as a stone plate on the surface. Although the hole forming members such as the semicircular pipe 17, the joint pipe 18 and the first communication hole 24 are removed, they may be directly embedded with concrete 21 or the like without being removed. Although the assembly-type unit wall is Western-style, it may be a Japanese-type assembly-type unit wall, or it is possible to construct walls of various shapes according to other tastes. Although concrete is used for the base portion 10, the wall portion 11 and the roof portion 12, other hardening fillers (for example, only mortar or resin) may be used, and further, the base portion 12, the wall portion 11 and the roof portion. Mortar and concrete may be separately used for each of the parts 12.
In the above examples, soil (preferably red soil) is placed on the bottom of the formwork in advance, stones are laid on top of it, and then concrete or the like is filled to solidify the whole, and the soil is washed with water after solidification. It is also possible to form the wall portion or the like by exposing the stone material to the surface by removing the stone material. Alternatively, it is also possible to appropriately fix a stone material or the like on the surface.

【0013】[0013]

【発明の効果】請求項1記載の単位塀の製造方法は、所
定長の塀を分割して基礎部、壁部、屋根部として予め量
産して作り置くことが可能であり、運搬に要する労力を
軽減することが可能であり、通常のブロック塀のように
目地を必要とせず一体形成であるので質が高く、強度が
あり、安価な所定長の塀を提供することができる。請求
項2記載の塀の構築方法は前記所定長の単位塀を分割し
て製造したものを用いて塀を構築するので、人手を要さ
ず、質が高く、短い工期で安価に構築できる塀を提供す
ることができる。
According to the method of manufacturing a unit wall according to the first aspect of the present invention, it is possible to divide a wall of a predetermined length and mass-produce it in advance as a base portion, a wall portion, and a roof portion, and it is necessary to carry it. It is possible to provide a fence of a predetermined length that is high in quality, has strength, and is inexpensive because it is integrally formed without requiring joints unlike a normal block fence. According to the method of constructing a fence according to claim 2, the fence is constructed by using a unit fence having a predetermined length divided and manufactured, so that the fence can be constructed inexpensively in a short construction period with high quality without manpower. Can be provided.

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

【図1】本発明の一実施例に係る組立式単位塀の製造方
法を用いて製造された組立式単位塀を使用して構築した
塀の断面図である。
FIG. 1 is a cross-sectional view of a fence constructed using an assembly-type unit wall manufactured by using a method of manufacturing an assembly-type unit wall according to an embodiment of the present invention.

【図2】孔形成用部材を配設した基礎部用型枠の斜視図
である。
FIG. 2 is a perspective view of a base part frame in which a hole forming member is arranged.

【図3】孔形成用部材を配設した壁部用型枠の斜視図で
ある。
FIG. 3 is a perspective view of a wall part frame in which a hole forming member is arranged.

【図4】孔形成用部材を配設した屋根部の型枠の斜視図
である。
FIG. 4 is a perspective view of a formwork of a roof portion provided with a hole forming member.

【図5】孔の連通状態を説明するための組立式単位塀の
斜視図である。
FIG. 5 is a perspective view of a prefabricated unit fence for explaining a communication state of holes.

【図6】組立が完成した組立式単位塀の斜視図である。FIG. 6 is a perspective view of a prefabricated unit fence that has been assembled.

【符号の説明】[Explanation of symbols]

10 基礎部 11 壁部 12 屋根部 13 基礎部用型枠 14 壁部用型枠 15 屋根部用型枠 16 組立式単位塀 17 半円管 18 接合管 19 第1のパイプ 20 第2のパイプ 21 コンクリート 22 第3のパイプ 23 第4のパイプ 24 第1の連通孔 25 第2の連通孔 26 第3の連通孔 27 栗石 28 コンクリート 29 穴 30 鉄筋 31 円環 32 円環 10 Foundation part 11 Wall part 12 Roof part 13 Form part for foundation part 14 Form part for wall part 15 Form part for roof part 16 Assembly type unit wall 17 Semi-circular pipe 18 Joining pipe 19 First pipe 20 Second pipe 21 Concrete 22 Third pipe 23 Fourth pipe 24 First communication hole 25 Second communication hole 26 Third communication hole 27 Kuriishi 28 Concrete 29 Hole 30 Reinforcing bar 31 Circular ring 32 Circular ring

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 所定長の塀をそれぞれ構成する基礎部、
該基礎部に立設する壁部及び該壁部の頂部に配置される
屋根部に分割しそれぞれを型枠を用いて製造する組立式
単位塀の製造方法であって、 前記基礎部、壁部及び屋根部用の型枠にそれぞれ離型材
を配設する工程と、 前記それぞれの型枠に内部に連結用の鉄筋が嵌入する孔
を形成する為の孔形成用部材を配設する工程と、 前記それぞれの型枠の内側にコンクリート等の硬化充填
材を入れる工程と、 前記硬化充填材が固化した後、基礎部、壁部及び屋根部
を脱型する工程とを有することを特徴とする組立式単位
塀の製造方法。
1. A base portion which constitutes a fence having a predetermined length,
A method for manufacturing a prefabricated unit wall, which is divided into a wall portion standing on the base portion and a roof portion arranged on the top of the wall portion, and each of which is manufactured using a formwork, wherein the base portion and the wall portion And a step of disposing a mold release material in each of the molds for the roof part, and a step of disposing a hole forming member for forming a hole into which a reinforcing bar for connection is fitted inside each of the molds, An assembly characterized by including a step of inserting a hardening filler such as concrete into the inside of each of the molds, and a step of demolding the foundation portion, the wall portion and the roof portion after the hardening filler is solidified. Method of manufacturing formula unit wall.
【請求項2】 所定長の塀を構成する基礎部と壁部と屋
根部を分割してそれぞれの内部に孔を設けて予め工場で
製造し、しかる後現場に所定数の前記基礎部と壁部と屋
根部を輸送し、所定場所に前記基礎部を備え、該基礎部
の上に内部の孔が連通するように必要に応じて接着材を
介して壁部を載置し、同様にして前記壁部に屋根部を載
置し、前記それぞれの孔に鉄筋を配設して硬化充填材を
入れて単位塀を形成し、該単位塀を連設してなることを
特徴とする組立式単位塀を使用する塀の構築方法。
2. A base part, a wall part and a roof part which constitute a fence of a predetermined length are divided and holes are provided in the respective parts to manufacture them in a factory in advance, and then a predetermined number of the base parts and walls are on-site. Part and the roof part are transported, the base part is provided at a predetermined place, and the wall part is placed on the base part via an adhesive as necessary so that the internal holes communicate with each other. A roof-mounted part is placed on the wall part, a reinforcing bar is arranged in each of the holes, a hardening agent is put therein to form a unit wall, and the unit walls are connected in series. How to build a fence using a unit fence.
JP2183092A 1992-01-09 1992-01-09 Manufacture of built-up unit fence and construction method for fence therewith Pending JPH05187154A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2183092A JPH05187154A (en) 1992-01-09 1992-01-09 Manufacture of built-up unit fence and construction method for fence therewith

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2183092A JPH05187154A (en) 1992-01-09 1992-01-09 Manufacture of built-up unit fence and construction method for fence therewith

Publications (1)

Publication Number Publication Date
JPH05187154A true JPH05187154A (en) 1993-07-27

Family

ID=12065990

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2183092A Pending JPH05187154A (en) 1992-01-09 1992-01-09 Manufacture of built-up unit fence and construction method for fence therewith

Country Status (1)

Country Link
JP (1) JPH05187154A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5571166A (en) * 1992-03-19 1996-11-05 Medtronic, Inc. Method of making an intraluminal stent

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5571166A (en) * 1992-03-19 1996-11-05 Medtronic, Inc. Method of making an intraluminal stent

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