JP3119117B2 - PC version driving formwork and formwork method - Google Patents

PC version driving formwork and formwork method

Info

Publication number
JP3119117B2
JP3119117B2 JP07142258A JP14225895A JP3119117B2 JP 3119117 B2 JP3119117 B2 JP 3119117B2 JP 07142258 A JP07142258 A JP 07142258A JP 14225895 A JP14225895 A JP 14225895A JP 3119117 B2 JP3119117 B2 JP 3119117B2
Authority
JP
Japan
Prior art keywords
plate
formwork
screwed
surface side
separator
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP07142258A
Other languages
Japanese (ja)
Other versions
JPH08333829A (en
Inventor
桂史郎 入矢
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP07142258A priority Critical patent/JP3119117B2/en
Publication of JPH08333829A publication Critical patent/JPH08333829A/en
Application granted granted Critical
Publication of JP3119117B2 publication Critical patent/JP3119117B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、後打ちコンクリート
と一体化するPC版打ち込み型枠およびこの打ち込み型
枠を用いた型枠工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a PC-plated formwork integrated with post-cast concrete and a formwork method using the formwork.

【0002】[0002]

【従来の技術】PC版打ち込み型枠は、型枠撤去作業を
省力化するとともに、成形したコンクリート構造物の表
面の耐久性強化を図るために開発されたものであり、こ
の型枠の組立は、一般の型枠と同様に外部支保工法方式
により行われる。
2. Description of the Related Art A PC-plated formwork has been developed in order to reduce the labor required for formwork removal and to enhance the durability of the surface of a molded concrete structure. It is performed by the external supporting method like the general formwork.

【0003】図5はその組立状態を示すものであり、鉄
筋の組立後、PC版打ち込み型枠1を組立てる。この組
立手順は、型枠1に内外を貫通する孔2を開口し、これ
の内側に木コン(又はPコン)3を介して、セパレータ
4をねじ込み連結する。また、この木コン3の他端側に
は型枠1の外側から孔2を通じて挿通されるフォームタ
イ5を連結し、型枠1の外側に配置された外部支保工を
構成する縦横の端太材6を固定すれば、組立を完了す
る。
[0005] FIG. 5 shows the assembled state. After assembling the rebar, the PC plate driving form 1 is assembled. In this assembling procedure, a hole 2 penetrating the inside and outside of the mold 1 is opened, and a separator 4 is screwed and connected to the inside of the hole 2 via a wooden concrete (or P-con) 3. A form tie 5 inserted from the outside of the form 1 through the hole 2 is connected to the other end side of the wooden concrete 3, and the vertical and horizontal ends forming an external supporter arranged outside the form 1 are connected. When the material 6 is fixed, the assembly is completed.

【0004】組立作業後、後打ちコンクリートCを打設
し、コンクリートCの硬化後、フォームタイ5を取り外
して各端太材6の撤去等の支保工撤去作業を行い、孔2
の埋め込み作業を行えば、型枠1と後打ちコンクリート
Cとが一体に接合したコンクリート構造物を得られる。
[0004] After the assembling work, the post-cast concrete C is cast, and after the concrete C is hardened, the foam tie 5 is removed and the support work such as the removal of the thick ends 6 is performed to remove the hole 2.
By performing the embedding work, a concrete structure in which the form 1 and the post-cast concrete C are integrally joined can be obtained.

【0005】この工法において、型枠1と後打ちコンク
リートCとを完全に一体に接合するには、従来では、型
枠1内に予め略コ字形のアンカー金具8を一体にインサ
ート成形しておき、このアンカー金具8の内側突出端8
aが後打ちコンクリートCに食い込むことにより、一体
的に接合していた。
In this method, in order to completely join the form 1 and the post-cast concrete C together, conventionally, a substantially U-shaped anchor 8 is insert-molded in the form 1 in advance. , The inner protruding end 8 of this anchor 8
a was bitten into the post-cast concrete C, thereby integrally joining.

【0006】[0006]

【発明が解決しようとする課題】以上の工法において
は、型枠設置現場において孔を位置決めして開口する必
要があり、能率が悪く面倒であるとともに、位置決め精
度、耐久性などに問題があった。また、後打ちコンクリ
ートとの接合強度を充分に確保するためには、アンカー
金具8の埋設数を多くしなければならず、製作が面倒で
あり、高価となるため、経済性に問題があった。
In the above-mentioned construction method, it is necessary to position and open a hole at a formwork installation site, which is inefficient and troublesome, and has problems in positioning accuracy, durability and the like. . In addition, in order to ensure a sufficient bonding strength with post-cast concrete, the number of anchors 8 to be buried must be increased, and the production is troublesome and expensive. .

【0007】この発明は、以上の問題を解決するために
なされたものであり、現場での孔あけ作業の手数を省略
するとともに、セパレータを介してPC版打ち込み型枠
を後打ちコンクリートと一体に接合できるようにしたP
C版打ち込み型枠および型枠工法を提供することを目的
とする。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and saves time and labor for drilling holes on site, and integrates a PC-plate driving form with a post-cast concrete through a separator. P that can be joined
An object is to provide a C-plate driving formwork and a formwork method.

【0008】[0008]

【課題を解決するための手段】前記目的を達成するた
め、この型枠は、PC版を打ち込み型枠として、該PC
版の内部に後打ちコンクリートを打設して一体化を図る
ようにしたPC版打ち込み型枠において、前記PC版の
内部に、これの内外を連通するとともに、その内面側に
セパレータがねじ込み固定され、かつ外面側にフォーム
タイがねじ込み固定され、六角ナットの両側部に一対の
鋼棒を一体化した固定金具を、その先端をPC版の内面
側に突出させた状態で、かつ、その後端に連続してPC
版に外方に向けて開口する孔が形成されるように、一体
に埋設することを特徴とする(請求項1)。
In order to achieve the above-mentioned object, the present invention relates to a method in which a PC plate is used as a driving form.
In a PC plate driving formwork in which post-cast concrete is cast into the inside of the plate to achieve integration, the inside and outside of the PC plate are communicated with each other, and a separator is screwed and fixed on the inner surface side. and form tie is screwed on the outer surface side, of the pair on both sides of the hexagonal nut
Fixing bracket with integrated steel rod , the tip of which is the inner surface of the PC plate
PC in a state where it protrudes to the
The plate is buried integrally so as to form a hole opening outwardly (claim 1).

【0009】またこの型枠工法は、PC版打ち込み型枠
の内側にあって、これの内部に、その先端をPC版の内
面側に突出させた状態で、かつ、その後端に連続してP
C版に外方に向けて開口する孔が形成されるように埋設
された六角ナットの両側部に一対の鋼棒を一体化した
定金具にセパレータをねじ込み連結し、前記PC版打ち
込み型枠の外面側に端太材を配置するとともに、前記固
定金具の外面側にフォームタイをねじ込み連結して前記
端太材を前記PC版打ち込み型枠の外面に固定すること
を特徴とする(請求項2)。
In this formwork method, the inside of a PC form driving formwork is provided, and its tip is formed inside the PC form.
In the state of protruding to the surface side, and P
The separator is screwed and connected to a fixing bracket in which a pair of steel rods are integrated on both sides of a hexagon nut embedded so that a hole opening outwardly is formed in the C plate. A thick material is arranged on the outer surface side of the plate driving formwork, and a form tie is screwed and connected to the outer surface side of the fixing bracket to fix the thick material to the outer surface of the PC plate driving formwork. (Claim 2).

【0010】[0010]

【作用】請求項1の型枠によれば、固定金具を通じて型
枠の内外は連通し、その内面側をセパレータに連結する
ことによってセパレータを介して後打ちコンクリートに
一体に接合される。
According to the first aspect of the present invention, the inside and outside of the mold communicate with each other through the fixing bracket, and the inner surface of the mold is connected to the separator, whereby the mold is integrally joined to the post-cast concrete via the separator.

【0011】請求項2の型枠工法によれば、セパレータ
を埋設金具にねじ込み固定する以外は、従来と同様な型
枠組立作業および撤去作業を行うことが出来る。
According to the formwork method of the second aspect, the same formwork assembling and removing operations as in the prior art can be performed except that the separator is screwed and fixed to the buried metal fitting.

【0012】[0012]

【実施例】以下、この発明の好適な一実施例を図面を参
照して詳細に説明する。図1,2はこの発明に係るPC
版打ち込み型枠を示すものである。図における打ち込み
型枠10は、PC版本体12と、PC版本体12の縦横
に所定間隔で配置され、かつPC版本体12の内外を連
通する固定金具14とからなっている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A preferred embodiment of the present invention will be described below in detail with reference to the drawings. 1 and 2 show a PC according to the present invention.
It shows a plate driving formwork. The driving form 10 shown in the figure comprises a PC plate main body 12 and fixing metal fittings 14 arranged at predetermined intervals in the vertical and horizontal directions of the PC plate main body 12 and communicating inside and outside of the PC plate main body 12.

【0013】PC版本体12は、高強度モルタル12a
の内部にアラミド繊維ネット12b、その他の補強材を
一体化したもので、その内面側には後打ちコンクリート
の保護のためのポリマー層12cを一体に含浸し、また
表面を任意の意匠模様に形成した高強度、かつ高耐久性
を有する型枠材であり、この実施例では一例として標準
サイズである幅1.00m、長さ2.00m、厚さ53
mmに設定され、ポリマー層の厚みを3mm 以上に設定し
ており、これに応じて前記固定金具14は縦横合計六ヶ
所配置されている。
The PC plate body 12 is made of a high-strength mortar 12a.
Aramid fiber net 12b and other reinforcing materials are integrated into the inside, and a polymer layer 12c for protecting the after-cast concrete is integrally impregnated on the inner surface, and the surface is formed into an arbitrary design pattern In this embodiment, as an example, a standard size having a width of 1.00 m, a length of 2.00 m, and a thickness of 53 is used.
mm, and the thickness of the polymer layer is set to 3 mm or more. Accordingly, the fixing brackets 14 are arranged in a total of six places in the vertical and horizontal directions.

【0014】固定金具14は、図2の一部に拡大し、ま
た図3に示すように、ねじ孔を開口した六角ナット14
aの両側部に一対の鋼棒14bを溶接14cによって平
行に一体化したものであり、先端をPC版本体12の内
面側に突出させた状態で埋設され、前記鋼棒14bを抜
け止め用のアンカーとしている。また、固定金具14の
後端に連続してPC版本体12には外方に向けて開口す
る孔16が形成されている。
The fixing bracket 14 is enlarged to a part of FIG. 2, and as shown in FIG.
a pair of steel rods 14b are integrated on both sides in parallel by welding 14c, and are buried with their tips protruding toward the inner surface side of the PC plate main body 12 to prevent the steel rods 14b from coming off. Anchor. Further, a hole 16 that opens outward is formed in the PC plate main body 12 continuously with the rear end of the fixing bracket 14.

【0015】次に以上の構成の型打ち込み型枠10の組
立方法を図4を用いて説明する。
Next, a method of assembling the above-described die driving formwork 10 will be described with reference to FIG.

【0016】まず、作業足場を架設し、構造物の鉄筋1
8を組立て、その後型枠10の組立を行う。このとき、
前記固定金具14のねじ孔にセパレータ20をねじ込
み、型枠10の反対側固定端と接合する。
First, a work scaffold is erected, and a reinforcing bar 1
8 is assembled, and then the formwork 10 is assembled. At this time,
The separator 20 is screwed into the screw hole of the fixing bracket 14 and joined to the opposite fixed end of the mold 10.

【0017】その後型枠10の外側から孔16を通じて
挿通されるフォームタイ22をねじ込み連結し、型枠1
0の外側に配置された外部支保工を構成する縦横の端太
材24を固定すれば、組立を完了する。
After that, a form tie 22 inserted from the outside of the mold 10 through the hole 16 is screwed and connected to the mold 1.
The assembly is completed by fixing the vertical and horizontal end thick members 24 constituting the external shoring arranged outside the zero.

【0018】組立作業の後は、従来と同様に後打ちコン
クリートCを打設し、コンクリートCの硬化後、フォー
ムタイ22を取り外して各端太材6の撤去等の支保工撤
去作業を行い、孔16の埋め込み作業を行えば、型枠1
0と後打ちコンクリートCとが一体に接合したコンクリ
ート構造物を得られる。
After the assembling work, the post-cast concrete C is cast in the same manner as before, and after the concrete C has hardened, the foam tie 22 is removed, and the support work such as the removal of the thick ends 6 is performed. When the hole 16 is filled, the form 1
Thus, a concrete structure in which 0 and post-cast concrete C are integrally joined can be obtained.

【0019】[0019]

【発明の効果】以上実施例により詳細に説明したよう
に、請求項1の発明によるPC版打ち込み型枠によれ
ば、固定金具を通じて型枠の内外は連通し、その内面側
をセパレータに連結することによってセパレータを介し
て後打ちコンクリートに一体に接合されるため、従来の
ようなインサート金具が不要となり、しかも後打ちコン
クリートに対する接合強度も向上できる利点がある。
As described in detail in the above embodiment, according to the PC plate driving form according to the first aspect of the present invention, the inside and outside of the form communicate with each other through the fixing metal, and the inner surface side is connected to the separator. As a result, since it is integrally joined to the post-cast concrete via the separator, there is an advantage that a conventional insert fitting is not required and the joining strength to the post-cast concrete can be improved.

【0020】請求項2の工法を採用した場合にはセパレ
ータを埋設金具にねじ込み固定する以外は、従来と同様
な型枠組立作業および撤去作業を行うことが出来、施工
現場における孔明け作業も不要となり、作業を省力化出
来る利点がある。
When the method of claim 2 is adopted, the same form assembling and removing operations as in the prior art can be performed, except that the separator is screwed into the buried metal fitting, and no drilling operation is required at the construction site. Therefore, there is an advantage that labor can be saved.

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

【図1】この発明に係るPC版打ち込み型枠の内面側を
示す一部切欠きの平面図である。
FIG. 1 is a partially cutaway plan view showing an inner surface side of a PC plate driving formwork according to the present invention.

【図2】図1A−A線における断面図である。FIG. 2 is a sectional view taken along the line AA of FIG. 1;

【図3】同型枠に埋設される固定金具の姿図である。FIG. 3 is a view showing a fixing bracket embedded in the same formwork.

【図4】同型枠を用いたコンクリート構造物の施工手順
を示す断面説明図である。
FIG. 4 is an explanatory sectional view showing a procedure for constructing a concrete structure using the same formwork.

【図5】従来のPC版打ち込み型枠を用いたコンクリー
ト構造物の施工手順を示す断面説明図である。
FIG. 5 is an explanatory cross-sectional view showing a procedure for constructing a concrete structure using a conventional PC plate driving formwork.

【符号の説明】[Explanation of symbols]

10 PC版打ち込み型枠 12 PC版本体 14 固定金具 16 孔 20 セパレータ 22 フォームタイ 24 端太材 C 後打ちコンクリート DESCRIPTION OF REFERENCE NUMERALS 10 PC plate driving formwork 12 PC plate main body 14 Fixture 16 Hole 20 Separator 22 Form tie 24 Thick material C Post-cast concrete

フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E04B 2/86 601 E04B 2/86 611 Continuation of the front page (58) Field surveyed (Int.Cl. 7 , DB name) E04B 2/86 601 E04B 2/86 611

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 PC版を打ち込み型枠として、該PC版
の内部に後打ちコンクリートを打設して一体化を図るよ
うにしたPC版打ち込み型枠において、 前記PC版の内部に、これの内外を連通するとともに、
その内面側にセパレータがねじ込み固定され、かつ外面
側にフォームタイがねじ込み固定され、六角ナットの両
側部に一対の鋼棒を一体化した固定金具を、その先端を
PC版の内面側に突出させた状態で、かつ、その後端に
連続してPC版に外方に向けて開口する孔が形成される
ように、一体に埋設することを特徴とするPC版打ち込
み型枠。
1. A PC plate driving form in which a PC plate is used as a driving form and a post-cast concrete is poured into the PC plate so as to achieve integration. While communicating inside and outside,
Separator is screwed on the inner surface side, and the form ties are screwed to the outer surface side, of the hexagonal nut both
Attach a metal fitting with a pair of steel bars integrated to the side
In the state that it protruded to the inner side of the PC plate, and at the rear end
Consecutive holes are formed on the PC plate that open outward.
As described above, the PC version driving formwork which is buried integrally.
【請求項2】 PC版打ち込み型枠の内側にあって、こ
れの内部に、その先端をPC版の内面側に突出させた状
態で、かつ、その後端に連続してPC版に外方に向けて
開口する孔が形成されるように埋設された六角ナットの
両側部に一対の鋼棒を一体化した固定金具にセパレータ
をねじ込み連結し、前記PC版打ち込み型枠の外面側に
端太材を配置するとともに、前記固定金具の外面側にフ
ォームタイをねじ込み連結して前記端太材を前記PC版
打ち込み型枠の外面に固定することを特徴とするPC版
打ち込み型枠を用いた型枠工法。
2. A state in which a tip of a PC plate driving form is protruded toward the inner surface of the PC plate.
To the PC version in a continuous state and at the back end
Of the hex nut embedded so that the opening hole is formed
A separator is screwed and connected to a fixing bracket in which a pair of steel rods are integrated on both sides, and a thick material is disposed on the outer surface side of the PC plate driving formwork, and a foam tie is screwed and connected to the outer surface side of the fixing metal member. And fixing the thick material to an outer surface of the PC plate driving form by using a PC plate driving form.
JP07142258A 1995-06-08 1995-06-08 PC version driving formwork and formwork method Expired - Fee Related JP3119117B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP07142258A JP3119117B2 (en) 1995-06-08 1995-06-08 PC version driving formwork and formwork method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP07142258A JP3119117B2 (en) 1995-06-08 1995-06-08 PC version driving formwork and formwork method

Publications (2)

Publication Number Publication Date
JPH08333829A JPH08333829A (en) 1996-12-17
JP3119117B2 true JP3119117B2 (en) 2000-12-18

Family

ID=15311150

Family Applications (1)

Application Number Title Priority Date Filing Date
JP07142258A Expired - Fee Related JP3119117B2 (en) 1995-06-08 1995-06-08 PC version driving formwork and formwork method

Country Status (1)

Country Link
JP (1) JP3119117B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5080436B2 (en) * 2008-12-16 2012-11-21 日本環境製造株式会社 Simple retaining wall and its construction method

Also Published As

Publication number Publication date
JPH08333829A (en) 1996-12-17

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