JPH07292689A - Precast concrete foundation structure and construction method thereof - Google Patents

Precast concrete foundation structure and construction method thereof

Info

Publication number
JPH07292689A
JPH07292689A JP29664494A JP29664494A JPH07292689A JP H07292689 A JPH07292689 A JP H07292689A JP 29664494 A JP29664494 A JP 29664494A JP 29664494 A JP29664494 A JP 29664494A JP H07292689 A JPH07292689 A JP H07292689A
Authority
JP
Japan
Prior art keywords
concrete
template
foundation
precast concrete
foundations
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
JP29664494A
Other languages
Japanese (ja)
Other versions
JP2947328B2 (en
Inventor
Katsuhisa Miyamoto
克久 宮本
Hiroshi Hatama
寛 畑間
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 JP6296644A priority Critical patent/JP2947328B2/en
Publication of JPH07292689A publication Critical patent/JPH07292689A/en
Application granted granted Critical
Publication of JP2947328B2 publication Critical patent/JP2947328B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To serve the role of a form as well as a decoration part of a continuous foundation by mounting one pieceform to a continuous foundation which comprises concrete placement of the connection part on the front side of the connection part between precast concrete foundations. CONSTITUTION:A plurality of precast concrete foundations 1, to which a pattern 18 is preliminarily installed, are lined up where the end faces of their adjacent foundations are arranged to be opposed to each other with a spacing. A patterned concrete form 3 is laid out on the front side of the area while a rear side form 19 is laid out on the rear side and then the form is assembled and concrete is cast, thereby forming a continuous foundation 2. Then, the concrete is cured, the form 3 on the front surface is left over and the form 19 is removed. The form 3 which is left over on the front surface, is integrated with the surface of the foundation, thereby forming the pattern 18 on the front surface. This construction makes it possible to allow the form 3 to play the role of the form during concrete placement and a decoration part of the foundation 2 as well.

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、プレキャストコンクリ
ート基礎同士の連結部にコンクリートを打設して連結基
礎部を形成するプレキャストコンクリート基礎構造及び
その施工方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a precast concrete foundation structure in which concrete is poured into a joint portion between precast concrete foundations to form a joint foundation portion, and a construction method thereof.

【0002】[0002]

【従来の技術】従来、プレキャストコンクリート基礎1
を連結する場合、隣り合うプレキャストコンクリート基
礎1の端面同士を間隔を隔てて対向させ、この部分の両
側に型枠を組み立ててコンクリートを打設し、コンクリ
ートの硬化後に両側の型枠を外して図8に示すように連
結基礎部2を形成していた。このようにしてプレキャス
トコンクリート基礎1が連結されるが、基礎によっては
表面に化粧仕上げが必要なものがある。この場合、プレ
キャストコンクリート基礎1はあからじめ工場で表面に
化粧仕上げをしたものを使用することで基礎の模様仕上
げができるが、現場打ちコンクリートにより構成される
連結基礎部2の外面は場所打ちコンクリート面がそのま
ま露出し、外観上好ましくなかった。
2. Description of the Related Art Conventionally, precast concrete foundation 1
When connecting, the end faces of the precast concrete foundations 1 adjacent to each other are opposed to each other with a space therebetween, the molds are assembled on both sides of this part, the concrete is cast, and after the concrete is hardened, the molds on both sides are removed to show the figure. The connection base 2 was formed as shown in FIG. The precast concrete foundation 1 is connected in this way, but some foundations require a decorative finish on their surface. In this case, the precast concrete foundation 1 can be finished by patterning by using a makeup finish on the surface at the Akaraji factory, but the outer surface of the connection foundation 2 made of cast-in-place concrete is cast in place. The concrete surface was exposed as it was, which was not preferable in appearance.

【0003】[0003]

【発明が解決しようとする課題】本発明は上記の従来例
の問題点に鑑みて発明したものであって、その目的とす
るところは、プレキャストコンクリート基礎間の連結基
礎部の表面の化粧が型板により行え、コンクリート打ち
の際の型枠の役目と連結基礎部の化粧の役目を兼用で
き、しかも、両型枠のうち裏面側の型枠を再使用できる
プレキャストコンクリート基礎構造及びその施工方法を
提供しようとするものである。
SUMMARY OF THE INVENTION The present invention has been made in view of the problems of the above-mentioned conventional examples, and its object is to make the makeup of the surface of the connection foundation between precast concrete foundations mold. A precast concrete foundation structure and its construction method that can be done with a plate, can be used as a formwork at the time of concrete pouring, and can also serve as a makeup of the connection foundation part, and the formwork on the back side of both formwork can be reused. It is the one we are trying to provide.

【0004】[0004]

【課題を解決するための手段】上記目的を達成するため
に本発明のプレキャストコンクリート基礎構造は、プレ
キャストコンクリート基礎1同士の連結部の表面側に連
結部に打設されたコンクリートよりなる連結基礎部2に
一体化された型板を装着して成ることを特徴とするもの
である。
In order to achieve the above object, the precast concrete foundation structure of the present invention is a connection foundation portion made of concrete cast on the connection portion on the surface side of the connection portion between the precast concrete foundations 1. It is characterized in that it is formed by mounting an integrated template on the 2.

【0005】また、本発明のプレキャストコンクリート
基礎構造の施工方法は、プレキャストコンクリート基礎
1同士の連結部の表裏両側に型板を配置して、この型板
間にコンクリートを打設し、コンクリートの硬化後に裏
面の型板を外し、表面の型板を残すことを特徴とするも
のである。
Further, the method for constructing a precast concrete foundation structure of the present invention is such that a template is arranged on both front and back sides of a connecting portion of the precast concrete foundations 1, concrete is placed between the template, and the concrete is hardened. After that, the template on the back side is removed, and the template on the front side is left.

【0006】[0006]

【作用】上記構成の本発明によれば、プレキャストコン
クリート基礎1同士の連結部の表面側に連結部に打設さ
れたコンクリートよりなる連結基礎部2に一体化された
型板を装着してあることで、型板はコンクリート打ちの
際の型枠の役目と、連結基礎部2の表面の化粧面の役目
とを兼用できるものである。
According to the present invention having the above construction, the template integrated with the connecting base portion 2 made of concrete cast on the connecting portion is mounted on the surface side of the connecting portion between the precast concrete foundations 1. Thus, the template can serve both as a formwork at the time of concrete pouring and as a decorative surface on the surface of the connection base part 2.

【0007】また、本発明の方法によれば、プレキャス
トコンクリート基礎1同士の連結部の表裏両側に型板を
配置して、この型板間にコンクリートを打設し、コンク
リートの硬化後に裏面の型板を外し、表面の型板を残す
ので、表面の型板はコンクリート打ちの際の型枠の役目
と、連結基礎部2の表面の化粧面の役目とを兼用できて
施工性に優れ、一方、裏面の型板は取り外すことで、型
枠として再使用が可能となる。
Further, according to the method of the present invention, the template is arranged on both front and back sides of the connecting portion of the precast concrete foundations 1, the concrete is placed between the template, and after the concrete is hardened, the mold on the rear surface is set. Since the plate is removed and the surface template is left, the surface template can be used both as a formwork at the time of concrete pouring and as a decorative surface on the surface of the connection base 2, which is excellent in workability. By removing the template on the back side, it can be reused as a mold.

【0008】[0008]

【実施例】隣合うプレキャストコンクリート基礎1同士
は端面同士を間隔を隔てて対向させて、連結部の両側に
それぞれ型板を配置し、この型板間にコンクリートを打
設して連結基礎部2を形成し、この連結基礎部2を介し
て隣合うプレキャストコンクリート基礎1同士を連結す
るものである。
[Examples] Adjacent precast concrete foundations 1 are arranged such that end faces are opposed to each other with a space therebetween, template plates are arranged on both sides of the joint portion, and concrete is placed between the template plates to join the joint foundation portion 2 And the adjacent precast concrete foundations 1 are connected to each other via the connection foundation portion 2.

【0009】ここで、型板としては表面側の型板と、裏
面側の型板とがあり、表面側の型板は表面が化粧面とな
った模様付コンクリート型板3が使用される。ここで、
模様付コンクリート型板3の成形は以下のようにして成
形する。模様付コンクリート型板3を成形する成形型A
は図4に示すように基盤5と枠体6とで主体が構成され
ている。基盤5の上面には矩形状の堰部7を全周に亘っ
て周設してあって、堰部7で囲まれた上面に凹凸よりな
る模様成形面8を設けてある。この基盤5の両側には起
倒自在な締め付け捻子具9を設けてある。枠体6は4本
の枠材6a,6bにて矩形状に形成されている。枠材6
aの両端には締め付け捻子具10を回転自在に装着して
あり、枠材6bの両端には係止部11を設けてあり、枠
材6a,6bを矩形状に配置して締め付け捻子具10を
係止部11に係止して締め付けることにより4本の枠材
6a,6bを連結して枠体6を組み立てられるようにな
っている。枠体6には基盤5の締め付け捻子具9に対応
する係止部12を設けてある。さらに成形型Aには付属
具としてあて金13が用意されており、このあて金13
にて成形される模様付コンクリート型板3のサイズを調
整できるようになっている。
Here, there are a front surface side template and a back surface side template as the template, and a patterned concrete template 3 having a decorative surface is used as the surface side template. here,
The patterned concrete template 3 is molded as follows. Mold A for molding patterned concrete template 3
As shown in FIG. 4, the main body is composed of a base 5 and a frame 6. On the upper surface of the base 5, a rectangular weir portion 7 is provided all around, and a pattern forming surface 8 having irregularities is provided on the upper surface surrounded by the weir portion 7. On both sides of this base 5, a tightening screw tool 9 which can be tilted up and down is provided. The frame body 6 is formed in a rectangular shape with four frame members 6a and 6b. Frame material 6
A tightening screw tool 10 is rotatably attached to both ends of a, and locking portions 11 are provided to both ends of the frame member 6b, and the frame members 6a and 6b are arranged in a rectangular shape. The frame body 6 can be assembled by connecting the four frame members 6a and 6b by locking and tightening on the locking portion 11. The frame 6 is provided with a locking portion 12 corresponding to the tightening screw tool 9 of the base 5. Further, the metal mold 13 is provided as an accessory to the molding die A.
The size of the patterned concrete template 3 to be molded in can be adjusted.

【0010】しかして模様付コンクリート型板3を成形
するにあたっては次のように行う。枠体6を矩形状に組
み立てた状態で、基盤5上に枠体6を載置する。このと
き枠体6の内周面が堰部7に沿うようにセットする。そ
して締め付け捻子具9を係止部12に係止して締め付け
捻子具9を締め付けて基盤5上に枠体6を固定する。こ
のとき必要に応じて枠体6内にあて金13を入れて枠体
6内の面積を調整する。一方格子状に組まれた鉄筋14
には脚4の一例としての脚片4aを取り付けてある。脚
片4aは細長い板で形成され、鋸刃状部15と複数の透
孔16と係止切り欠き17を有している。この脚片4a
は複数列(本実施例の場合2列)平行に配置され、係止
切り欠き17を鉄筋14に係止することにより取り付け
られている。この鉄筋14を成形型Aの模様成形面8の
上に配置する。この状態で枠体6内にコンクリートを入
れて模様付コンクリート型板3を成形する。このとき模
様成形面8にて表面に模様18が形成されると共に裏面
から脚片4aが突設される。コンクリートの硬化後、基
盤5から枠体6を外し、枠体6を分解して図3に示すよ
うな模様付コンクリート型板3を取り外す。この模様付
コンクリート型板3は裏面から脚片4aが突出してお
り、脚片4aの鋸刃状部15及び透孔16が露出してい
る。
The molding of the patterned concrete template 3 is carried out as follows. The frame body 6 is mounted on the base 5 in a state where the frame body 6 is assembled in a rectangular shape. At this time, the inner peripheral surface of the frame body 6 is set along the weir portion 7. Then, the tightening screw tool 9 is locked to the locking portion 12 and the tightening screw tool 9 is tightened to fix the frame body 6 on the base 5. At this time, the metal 13 is put in the frame body 6 as needed to adjust the area in the frame body 6. On the other hand, rebar 14 assembled in a grid pattern
A leg piece 4a as an example of the leg 4 is attached to the. The leg piece 4a is formed of an elongated plate and has a saw-toothed portion 15, a plurality of through holes 16 and a locking cutout 17. This leg piece 4a
Are arranged in parallel in a plurality of rows (two rows in this embodiment), and are attached by locking the locking notches 17 to the reinforcing bars 14. The rebar 14 is placed on the pattern forming surface 8 of the forming die A. In this state, concrete is put in the frame body 6 to form the patterned concrete template 3. At this time, the pattern 18 is formed on the front surface of the pattern forming surface 8 and the leg pieces 4a are projected from the rear surface. After the concrete is hardened, the frame 6 is removed from the base 5, the frame 6 is disassembled, and the patterned concrete template 3 as shown in FIG. 3 is removed. In this patterned concrete template 3, the leg pieces 4a are projected from the back surface, and the saw blade portions 15 and the through holes 16 of the leg pieces 4a are exposed.

【0011】上記のように構成された模様付コンクリー
ト型板3はプレキャストコンクリート基礎1の連結にあ
たって次のように用いられる。プレキャストコンクリー
ト基礎1はこれを成形するとき予め模様18を設けて形
成されている。プレキャストコンクリート基礎1を複数
個並べて隣合うプレキャストコンクリート基礎1の端面
同士を間隔を隔てて対向させ、図2に示すようにこの部
分の表面側に上記模様付コンクリート型板3を配置し、
裏面側に裏面型板19を配置して型枠を組み立て、この
模様付コンクリート型板3と裏面型板19との間にコン
クリートを打設して連結基礎部2を成形する。コンクリ
ートの硬化後、表面の模様付コンクリート型板3を残し
て裏面型板19を外す。表面に残った模様付コンクリー
ト型板3は連結基礎部2の表面に一体化されて表面に模
様18が形成され、図1に示すように表面全面に模様1
8のある基礎が形成される。模様付コンクリート型板3
は脚片4aが連結基礎部2に食い込むように取り付けら
れて強い付着力にて取り付けられる。
The patterned concrete template 3 constructed as described above is used as follows for connecting the precast concrete foundation 1. The precast concrete foundation 1 is formed by providing a pattern 18 in advance when molding the precast concrete foundation 1. A plurality of precast concrete foundations 1 are arranged side by side so that the end faces of the adjacent precast concrete foundations 1 are opposed to each other with a space therebetween, and the patterned concrete template 3 is arranged on the surface side of this portion as shown in FIG.
The back surface template 19 is arranged on the back surface side to assemble a mold, and concrete is placed between the patterned concrete template 3 and the back surface template 19 to form the connection base portion 2. After the concrete is hardened, the back template 19 is removed leaving the patterned concrete template 3 on the surface. The patterned concrete template 3 remaining on the surface is integrated with the surface of the connection base portion 2 to form a pattern 18 on the surface, and the pattern 1 is formed on the entire surface as shown in FIG.
A certain foundation of 8 is formed. Patterned concrete template 3
The leg pieces 4a are attached so as to bite into the connection base portion 2 and are attached with a strong adhesive force.

【0012】図5及び図6は本発明に用いる模様付コン
クリート型板3の他の実施例を示す。本実施例の場合、
脚4が脚棒4bにて形成されている。この脚棒4bは鉄
筋14の一部を千鳥状に切り起こすことにより形成され
ている。この場合も模様付コンクリート型板3は脚片4
bが連結基礎部2に食い込むことにより強固に取り付け
られる。
5 and 6 show another embodiment of the patterned concrete template 3 used in the present invention. In the case of this embodiment,
The leg 4 is formed by a leg bar 4b. The leg bar 4b is formed by cutting and raising a part of the reinforcing bar 14 in a zigzag manner. Also in this case, the patterned concrete template 3 is the leg piece 4
The b is bited into the connection base portion 2 to be firmly attached.

【0013】図7は本発明に用いる模様付コンクリート
型板3のさらに他の実施例を示す。本実施例の場合、脚
4が繊維4cにて形成されている。この場合の模様付コ
ンクリート型板3は繊維4cが連結基礎部2に食い込む
ことにより強固に取り付けられる。
FIG. 7 shows still another embodiment of the patterned concrete template 3 used in the present invention. In the case of this embodiment, the leg 4 is formed of the fiber 4c. In this case, the patterned concrete template 3 is firmly attached by the fibers 4c biting into the connection base portion 2.

【0014】[0014]

【発明の効果】本発明の請求項1記載の発明にあって
は、プレキャストコンクリート基礎同士の連結部の表面
側に連結部に打設されたコンクリートよりなる連結基礎
部に一体化された型板を装着してあるので、連結基礎部
の表面側に一体化された型板により連結基礎部の表面の
化粧仕上げができて基礎全体の外観が向上し、しかも、
型枠と化粧面との兼用ができるものである。
According to the invention described in claim 1 of the present invention, the template integrated with the connecting foundation part made of concrete cast on the connecting part on the surface side of the connecting part of the precast concrete foundations. Since it has been attached, the template integrated on the surface side of the connection base part can make the surface of the connection base part make-up and improve the appearance of the entire base.
It can be used both as a formwork and a decorative surface.

【0015】また、請求項2記載の発明にあっては、プ
レキャストコンクリート基礎同士の連結部の表裏両側に
型板を配置して、この型板間にコンクリートを打設し、
コンクリートの硬化後に裏面の型板を外し、表面の型板
を残すので、表面の型板はコンクリート打ちの際の型枠
の役目と、連結基礎部の表面の化粧面の役目とを兼用で
きて施工性が向上し、また、裏面の型板は取り外すこと
で、型枠として再使用が可能となって、コストを低下で
きるものである。
According to the second aspect of the present invention, template plates are arranged on both front and back sides of the joint between the precast concrete foundations, and concrete is placed between the template plates.
After the concrete is hardened, the backside template is removed and the frontside template is left, so the frontside template can serve both as a formwork for concrete pouring and as a decorative surface on the surface of the connecting foundation. The workability is improved, and by removing the template on the back side, the template can be reused and the cost can be reduced.

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

【図1】本発明のプレキャストコンクリート基礎を連結
した状態の斜視図である。
FIG. 1 is a perspective view showing a state in which precast concrete foundations of the present invention are connected.

【図2】同上の連結基礎部の裏面型板を外す前の状態の
断面図である。
FIG. 2 is a cross-sectional view of the same connection base portion before removing the back surface template.

【図3】同上に用いる模様付コンクリート型板の一実施
例を示し、(a)は斜視図、(b)は(a)のX−X′
線断面図である。
FIG. 3 shows an embodiment of a patterned concrete template used in the above, (a) is a perspective view, (b) is XX ′ of (a).
It is a line sectional view.

【図4】同上に用いる成形型を示す分解斜視図である。FIG. 4 is an exploded perspective view showing a molding die used in the above.

【図5】同上の模様付コンクリート型板の他の実施例を
示し、(a)は断面図、(b)は背面図である。
5A and 5B show another embodiment of the above-described patterned concrete template, wherein FIG. 5A is a sectional view and FIG. 5B is a rear view.

【図6】同上の模様付コンクリート型板を連結基礎部に
取り付けた状態の断面図である。
FIG. 6 is a cross-sectional view showing a state in which the above-described patterned concrete template is attached to the connection base portion.

【図7】同上の模様付コンクリート型板のさらに他の実
施例を示し、(a)は側面図、(b)は背面図である。
FIG. 7 shows still another embodiment of the above-mentioned patterned concrete template, (a) is a side view and (b) is a rear view.

【図8】従来例のプレキャストコンクリート基礎の連結
を示す斜視図である。
FIG. 8 is a perspective view showing the connection of a precast concrete foundation of a conventional example.

【符号の説明】[Explanation of symbols]

1 プレキャストコンクリート基礎 2 連結基礎部 3 模様付コンクリート型板 19 裏面型板 1 Precast concrete foundation 2 Connection foundation 3 Concrete concrete template 19 Back template

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 プレキャストコンクリート基礎同士の連
結部の表面側に連結部に打設されたコンクリートよりな
る連結基礎部に一体化された型板を装着して成ることを
特徴とするプレキャストコンクリート基礎構造。
1. A precast concrete foundation structure characterized by comprising an integrated template attached to a connection foundation portion made of concrete cast in the connection portion on the surface side of the connection portion between the precast concrete foundations. .
【請求項2】 プレキャストコンクリート基礎同士の連
結部の表裏両側に型板を配置して、この型板間にコンク
リートを打設し、コンクリートの硬化後に裏面の型板を
外し、表面の型板を残すことを特徴とするプレキャスト
コンクリート基礎構造の施工方法。
2. A template is placed on both front and back sides of a connecting portion of precast concrete foundations, concrete is placed between the templates, the template on the back is removed after hardening of the concrete, and the template on the surface is removed. A method for constructing a precast concrete foundation structure characterized by leaving.
JP6296644A 1994-11-30 1994-11-30 Construction method of precast concrete foundation structure Expired - Fee Related JP2947328B2 (en)

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JP6296644A JP2947328B2 (en) 1994-11-30 1994-11-30 Construction method of precast concrete foundation structure

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP4024181A Division JP2982987B2 (en) 1991-04-10 1992-02-12 Foundation structure

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JPH07292689A true JPH07292689A (en) 1995-11-07
JP2947328B2 JP2947328B2 (en) 1999-09-13

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Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3125843U (en) * 2006-05-12 2006-10-05 靖登實業有限公司 Earphone

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3125843U (en) * 2006-05-12 2006-10-05 靖登實業有限公司 Earphone

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