JP2844053B2 - Formwork structure for concrete casting during basement construction - Google Patents

Formwork structure for concrete casting during basement construction

Info

Publication number
JP2844053B2
JP2844053B2 JP6334994A JP33499494A JP2844053B2 JP 2844053 B2 JP2844053 B2 JP 2844053B2 JP 6334994 A JP6334994 A JP 6334994A JP 33499494 A JP33499494 A JP 33499494A JP 2844053 B2 JP2844053 B2 JP 2844053B2
Authority
JP
Japan
Prior art keywords
frame
inner frame
divided
concrete
notch
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 - Lifetime
Application number
JP6334994A
Other languages
Japanese (ja)
Other versions
JPH08177065A (en
Inventor
和男 長妻
康典 城島
淳雄 松井
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.)
SANKYO FURONTEA KK
Original Assignee
SANKYO FURONTEA 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 SANKYO FURONTEA KK filed Critical SANKYO FURONTEA KK
Priority to JP6334994A priority Critical patent/JP2844053B2/en
Publication of JPH08177065A publication Critical patent/JPH08177065A/en
Application granted granted Critical
Publication of JP2844053B2 publication Critical patent/JP2844053B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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、適宜連結可能に分割
された型枠を用いてコンクリート構造の地下室を構築す
るための地下室構築時のコンクリート打設用型枠構造に
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete casting formwork structure for constructing a basement of a concrete structure using a formwork divided so as to be appropriately connectable.

【0002】[0002]

【従来の技術】従来、コンクリート構造の地下室を構築
するための建材としては、本願出願人が提案した実公平
4−4038号に開示されているもののように、水密な
箱状の内枠と、この内枠を載置した底枠と、この底枠に
直角に取り付けた一対の第1の短側枠とからなる構造体
と、この構造体に第1の短側枠と隣接して組付ける第2
の長側枠を備えたものがある。
2. Description of the Related Art Conventionally, as a building material for constructing a basement having a concrete structure, a watertight box-shaped inner frame such as that disclosed in Japanese Utility Model Publication No. 4-4038 proposed by the present applicant has been proposed. A structure including a bottom frame on which the inner frame is mounted, and a pair of first short side frames attached to the bottom frame at right angles, and assembled to the structure adjacent to the first short side frame. Second
Some have a long side frame.

【0003】この建材は、短側枠及び長側枠を工場で精
度良く生産して現場で組立てることにより、作業時間を
短縮すると共に、埋立用穴を最小限にとどめ、残土処
理、埋め戻し等の経費を節約し得るという効果を奏する
ものである。
[0003] This building material is manufactured by assembling the short side frame and the long side frame with high accuracy in a factory and assembling them on site, thereby shortening the working time, minimizing the landfill hole, treating the remaining soil, backfilling, etc. This has the effect of saving costs.

【0004】また、その後、更なる作業時間の短縮と生
産性の向上を実現するため、図4に示すように、内枠a
を略枠型又は片方の開口部を塞いだ略枠型の複数の枠体
で構成し、これら枠体を開口部端縁同士を接合して複数
並列に連結することで内枠a全体を組立てるようにした
ものが提供されるようになった。
Then, in order to further reduce the working time and improve the productivity, as shown in FIG.
Is constituted by a plurality of substantially frame-shaped or substantially frame-shaped frames that cover one of the openings, and these frames are joined in parallel by joining the edges of the openings to assemble the entire inner frame a. That way it came to be offered.

【0005】この内枠aは、掘削した穴に前述した底枠
b、短側枠c、長側枠dを設置し、底枠b、短側枠c、
長側枠dに沿って鉄筋eを配筋した後、その内部に連結
して設置するものである。
In the inner frame a, the above-described bottom frame b, short side frame c, and long side frame d are installed in the excavated hole, and the bottom frame b, the short side frame c,
After arranging the reinforcing bar e along the long side frame d, it is connected and installed inside the reinforcing bar e.

【0006】[0006]

【発明が解決しようとする課題】ところが、このような
構造の型枠の構築では、いったん枠体を組立てて内枠を
設置してしまうと、鉄筋eは内枠aと底枠b、短側枠
c、長側枠dの間に閉じ込められた状態となるから、継
手筋や補強筋を取り付けることが難しかった。
However, in the construction of a mold having such a structure, once the frame body is assembled and the inner frame is installed, the reinforcing bar e becomes the inner frame a and the bottom frame b, and the short side. Since it is in a state of being confined between the frame c and the long side frame d, it is difficult to attach a joint bar or a reinforcing bar.

【0007】また、内枠aと底枠b、短側枠c、長側枠
dの間にコンクリートを打設する際に、内枠aと各枠と
の間にコンクリートが完全に行き渡らずに、コンクリー
ト床とコンクリート壁とが完全に形成されなくなる場合
があり、工事不良となってしまう問題点があった。
Further, when concrete is poured between the inner frame a and the bottom frame b, the short side frame c, and the long side frame d, the concrete does not completely spread between the inner frame a and each frame. In some cases, the concrete floor and the concrete wall may not be completely formed, resulting in poor construction.

【0008】そこで、この発明は、上述した不都合な点
等に鑑み、枠体を組立てて内枠を設置した後に継手筋や
補強筋を取り付けられるようにし、また、その後のコン
クリート打設時にコンクリートを完全に充填できるよう
にする地下室構築時のコンクリート打設用型枠構造を提
供することを課題として創出されたものである。
In view of the above-mentioned disadvantages, the present invention makes it possible to attach joint bars and reinforcing bars after assembling the frame body and installing the inner frame, and to set concrete at the time of placing concrete. It is an object of the present invention to provide a formwork structure for placing concrete at the time of constructing a basement that can be completely filled.

【0009】[0009]

【課題を解決するための手段】このためこの発明は、水
密な箱状に形成された内枠と、この内枠を適当な間隔を
保持して載置する底枠と、この底枠周縁から立ち上げて
前記内枠の側周を適当な間隔を保持して囲繞する外枠
と、内枠と底枠との間及び内枠と外枠との間に配される
鉄筋とからなり、前記内枠は、略枠型又は片方の開口部
を塞いだ略枠型の分割枠体をその開口部端縁同士を接合
して複数並列に連結することで形成されており、各分割
枠体にあって内枠の側面又は底面を構成する部位の開口
部端縁には、部分的に切欠いて切欠部を形成し、この切
欠部にはこれを閉塞可能なカバー体を取付可能に形成し
たことにより上記課題を解決する。
SUMMARY OF THE INVENTION Accordingly, the present invention provides an inner frame formed in a watertight box shape, a bottom frame on which the inner frame is placed at an appropriate interval, and a bottom frame. An outer frame that stands up and surrounds the side circumference of the inner frame while maintaining an appropriate interval, and a reinforcing bar disposed between the inner frame and the bottom frame and between the inner frame and the outer frame, The inner frame is formed by joining a plurality of substantially frame-shaped or substantially frame-shaped divided frame bodies that cover one of the openings by joining the edges of the opening portions and connecting a plurality of the divided frame bodies in parallel. At the edge of the opening of the portion constituting the side or bottom surface of the inner frame, a notch is formed by partially notching, and a cover body capable of closing the notch is formed in the notch. Solves the above problem.

【0010】また、この発明は、前記底枠及び外枠と鉄
筋は、それぞれ適宜連結可能に分割され、連結すること
で前記内枠を適当な間隔を保持して囲繞すべく形成した
ことにより上記課題を解決する。
Further, according to the present invention, the bottom frame, the outer frame, and the reinforcing bar are divided so as to be appropriately connectable, and are formed so as to surround the inner frame at an appropriate interval by being connected. Solve the problem.

【0011】[0011]

【作用】しかしてこの発明によれば、地下室を構築する
場所に掘削した穴に底枠及び外枠を設置し、底枠及び外
枠の内面に沿って鉄筋を配筋した後、その中に分割枠体
を連結して内枠を組立てる。
According to the present invention, a bottom frame and an outer frame are installed in a hole excavated at a place where a basement is to be constructed, and reinforcing bars are arranged along the inner surfaces of the bottom frame and the outer frame. The divided frames are connected to assemble the inner frame.

【0012】そうすると、各分割枠体における内枠の側
面又は底面を構成する部位の分割枠体同士の境界には切
欠部により空隙が形成されるから、そこから継手筋や補
強筋を入れて、鉄筋を継いだり補強を施したりする。
Then, a gap is formed by a notch at the boundary between the divided frames at a portion constituting the side surface or the bottom surface of the inner frame in each divided frame, so that a joint bar or a reinforcing bar is inserted from there. We take over reinforcement and give reinforcement.

【0013】また、コンクリートの打設時には、この切
欠部からコンクリートを注入したり、コンクリートを押
し込む作業を行うことにより、内枠と底枠及び外枠の間
へのコンクリートの充填を確実なものにする。
[0013] When the concrete is poured, concrete is poured from the cutout portion or the concrete is pushed in, so that the concrete can be reliably filled into the space between the inner frame, the bottom frame and the outer frame. I do.

【0014】そして、コンクリートの充填に従って側面
及び底面の切欠部にカバー体を取付けてこれらを閉塞
し、内枠を水密構造に組立てて、コンクリートを養生す
る。
Then, according to the filling of the concrete, covers are attached to the cutouts on the side and bottom surfaces to close them, and the inner frame is assembled in a watertight structure to cure the concrete.

【0015】更に、底枠及び外枠と鉄筋は、それぞれ適
宜連結可能に分割され、連結することで前記内枠を適当
な間隔を保持して囲繞すべく形成したことにより、それ
ぞれ現場で分割されたものを連結して組み立てて構築す
ることが可能となり、生産性が良くなる。
Further, the bottom frame, the outer frame and the reinforcing bar are divided so that they can be connected to each other as appropriate, and the inner frame is formed so as to surround and hold the inner frame at an appropriate interval by being connected. Can be assembled and assembled, thereby improving productivity.

【0016】[0016]

【実施例】以下、図面を参照してこの発明の実施例を説
明すると次の通りである。しかして、図において示す符
号1は内枠であり、内枠1は三つの分割枠体2を連結す
ることで水密な箱状に組立てられるものである。三つの
分割枠体2は、鋼板にて形成され、前後両側が開口した
略枠型のもの一つと、片方の開口部を塞いだ略枠型のも
の二つとから構成されており、前後両側が開口した略枠
型の分割枠体2の両開口部端縁に、それぞれ片方の開口
部を塞いだ分割枠体2の開口部端縁を接合して並列に連
結することで箱状の内枠1として組立てられる。図示例
では、各分割枠体2の各辺を内側方向に延設することで
開口部端縁に接合部2Aを形成すると共に、接合部2A
に分割枠体2同士を当接させた時に一致する位置に接合
孔2Bを設け、これら接合孔2Bをボルト止めすること
で接合するように形成している。
Embodiments of the present invention will be described below with reference to the drawings. The reference numeral 1 shown in the figure is an inner frame, and the inner frame 1 is assembled into a watertight box by connecting three divided frames 2. The three divided frame bodies 2 are formed of a steel plate, and are formed of one of a substantially frame type having openings on both front and rear sides and two of a substantially frame type having one opening closed. A box-shaped inner frame is formed by joining the edges of the opening portions of the divided frame members 2 each having one of the openings closed to the edges of both opening portions of the opened substantially frame-shaped divided frame member 2 and connecting them in parallel. Assembled as 1. In the illustrated example, the joining portions 2A are formed at the edges of the openings by extending the respective sides of the respective divided frame bodies 2 inward, and the joining portions 2A
A joint hole 2B is provided at a position that coincides when the divided frame bodies 2 are brought into contact with each other, and these joint holes 2B are formed by bolting.

【0017】また、各分割枠体2にあって内枠1の側面
又は底面を構成する部位の開口部端縁には、中央部を適
宜大きさに切欠いて切欠部3を形成している。切欠部3
は分割枠体2同士を連結した時に丁度向い合わせとなる
位置にそれぞれ設けられており、これによって分割枠体
2の連結時には内枠1の側面と底面とに切欠部3を二つ
合わせた大きさの空隙がそれぞれ二つずつ形成されるこ
とになる。
A notch 3 is formed at the edge of the opening of each of the divided frame members 2 constituting the side surface or the bottom surface of the inner frame 1 by cutting the central portion to an appropriate size. Notch 3
Are provided at positions that are just facing each other when the divided frames 2 are connected to each other, so that when the divided frames 2 are connected, the two cutouts 3 are combined with the side and bottom surfaces of the inner frame 1. In this case, two gaps are formed.

【0018】そして、向い合わせになる二つの切欠部3
には、これら切欠部3を一遍に閉塞できる全体略矩形板
状のカバー体4が両分割枠体2に跨がって取付けられ
る。
The two notches 3 facing each other
A cover 4 having a substantially rectangular plate shape capable of uniformly closing the cutouts 3 is attached across the two divided frames 2.

【0019】図示例では、切欠部3の周縁を前記接合部
2Aと同じ高さに延設した囲繞板3Aを形成すると共
に、囲繞板3Aの端縁を更に内側方向に延設して且つ取
付孔3Cを設けた取付板3Bを形成し、一方、カバー体
4には、向い合わせになる二つの切欠部3の囲繞板3A
によって形成される矩形の間隙に内側から嵌入する矩形
の凸部4Aを形成すると共に、その周縁には前記取付板
3Bに当接可能で、且つ当接時に取付板3Bの取付孔3
Cに一致する取付孔4Cを設けた当接板4Bを形成して
おり、取付板3Bと当接板4Bとの間にシール材Sを挟
んで取付孔3Cと取付孔4CをボルトBとナットNで止
めることにより、カバー体4は切欠部3を水密に閉塞し
て取り付けられる。
In the illustrated example, the surrounding plate 3A is formed so that the peripheral edge of the notch 3 extends at the same height as the joint portion 2A, and the edge of the surrounding plate 3A extends further inward and is attached. An attachment plate 3B provided with a hole 3C is formed, while the cover body 4 has a surrounding plate 3A of two notches 3 facing each other.
A rectangular projection 4A fitted from the inside is formed in a rectangular gap formed by the mounting plate 3B, and the periphery thereof can be brought into contact with the mounting plate 3B, and the mounting hole 3A of the mounting plate 3B at the time of the contact.
A contact plate 4B provided with a mounting hole 4C corresponding to C is formed, and the mounting hole 3C and the mounting hole 4C are connected to the bolt B and the nut with the sealing material S interposed between the mounting plate 3B and the contact plate 4B. By stopping at N, the cover body 4 is attached with the notch 3 closed in a watertight manner.

【0020】符号5は、適当な間隔を保持して上述した
内枠1を載置する底枠、符号6は、この底枠5周縁から
立ち上げて内枠1の側周を適当な間隔を保持して囲繞す
る外枠、符号7は、内枠1と底枠5との間及び内枠1と
外枠6との間に配される鉄筋である。これら底枠5及び
外枠6と、鉄筋7は、図示の場合では、三分割されて、
おり、それぞれ連結することで上部を開放した箱状に組
み立てられる。
Reference numeral 5 denotes a bottom frame on which the above-described inner frame 1 is placed at an appropriate interval, and reference numeral 6 denotes a bottom frame which rises from the peripheral edge of the bottom frame 5 so that the side circumference of the inner frame 1 has an appropriate interval. Reference numeral 7 denotes an outer frame that is held and surrounded by the reinforcing bars disposed between the inner frame 1 and the bottom frame 5 and between the inner frame 1 and the outer frame 6. The bottom frame 5 and the outer frame 6 and the reinforcing bar 7 are divided into three in the illustrated case,
They are assembled into a box with an open top by connecting them.

【0021】これら底枠5及び外枠6と鉄筋7と前記内
枠1とは、地下室を構築すべく所定の大きさに掘削した
穴の中に設置されるが、その順番としては、まず、底枠
5及び外枠6を箱状に組み立ててこれを設置し、次ぎ
に、分割された鉄筋7を底枠5及び外枠6の内面に沿っ
て設置し、最後にカバー体4を取付けない状態で箱状に
組み立てた内枠1を設置する。ここで、内枠1の側面及
び底面に切欠部3によって形成される間隙から継手筋8
や補強筋(図示せず)を内枠1と外枠6との間及び内枠
1と底枠5との間に入れて、図2に示すように分割され
た鉄筋7を継手筋8で継いだり、補強筋(図示せず)で
補強したりする。
The bottom frame 5, the outer frame 6, the reinforcing bars 7, and the inner frame 1 are installed in holes drilled to a predetermined size to construct a basement. The bottom frame 5 and the outer frame 6 are assembled in a box shape and installed, and then the divided reinforcing bars 7 are installed along the inner surfaces of the bottom frame 5 and the outer frame 6, and finally the cover body 4 is not attached. The inner frame 1 assembled in a box shape in this state is installed. Here, the joint bars 8 are formed from the gaps formed by the cutouts 3 on the side and bottom surfaces of the inner frame 1.
And reinforcing bars (not shown) are inserted between the inner frame 1 and the outer frame 6 and between the inner frame 1 and the bottom frame 5, and the rebar 7 divided as shown in FIG. It is joined or reinforced with reinforcing bars (not shown).

【0022】次ぎに、内枠1と外枠6との間及び内枠1
と底枠5との間にコンクリートCを打設するのである
が、この時、上方の内枠1と外枠6との隙間からコンク
リートCを注入しても底面の中央や側面の角隅部等に
は、コンクリートCが行き渡りにくいので、側面及び底
面の切欠部3からもコンクリートCを注入したり、切欠
部3から角材等を差し込んでコンクリートCを押し込む
ことで、コンクリートCを完全に行き渡らせるようにす
る。そして、切欠部3の部分にコンクリートCが充満し
てきたら、カバー体4を取付けて切欠部3を閉塞するこ
とで内枠1内にFコンクリートCが入り込まない状態と
なり、そのまま地下室の型枠になるものである。
Next, the space between the inner frame 1 and the outer frame 6 and the inner frame 1
The concrete C is cast between the inner frame 1 and the bottom frame 5. At this time, even if the concrete C is poured from the gap between the upper inner frame 1 and the outer frame 6, the center of the bottom surface and the corners of the side surfaces are formed. Since the concrete C is hard to spread, etc., the concrete C can be completely spread by injecting the concrete C also from the cutouts 3 on the side and bottom surfaces, or by inserting a square bar or the like from the cutout 3 and pushing the concrete C. To do. When the notch 3 is filled with the concrete C, the cover 4 is attached and the notch 3 is closed, so that the F concrete C does not enter the inner frame 1 and the form of the basement is directly formed. Things.

【0023】尚、図示例では、底枠5及び外枠6と鉄筋
7とをそれぞれ三分割にして連結可能に形成している
が、何等これに限定されるものではなく、これらは分割
されていないものでもよく、更には、これらより細かな
部分のものから構成して組立ててもよい。
In the illustrated example, the bottom frame 5, the outer frame 6, and the reinforcing bar 7 are divided into three parts so as to be connectable. However, the present invention is not limited to this, and these parts are divided. They may not be provided, or may be constructed from smaller parts.

【0024】また、分割枠体の形状、寸法、材質、構
成、切欠部の形状、寸法、カバー体の形状、寸法、材
質、構成、底枠及び外枠の形状、寸法、材質、構成、鉄
筋の形状、寸法、構成等は、上述した実施例に限定され
ないことは言うまでもない。
Also, the shape, size, material and configuration of the divided frame body, the shape and size of the notch, the shape, size and material of the cover body, the configuration, the shape, size, material and configuration of the bottom frame and the outer frame, and reinforcing steel It is needless to say that the shape, dimensions, configuration, etc. are not limited to the above-described embodiment.

【0025】[0025]

【発明の効果】前述のごとく構成したこの発明によれ
ば、水密な箱状に形成された内枠1と、この内枠1を適
当な間隔を保持して載置する底枠5と、この底枠5周縁
から立ち上げて前記内枠1の側周を適当な間隔を保持し
て囲繞する外枠6と、内枠1と底枠5との間及び内枠1
と外枠6との間に配される鉄筋7とからなり、前記内枠
1は、略枠型又は片方の開口部を塞いだ略枠型の分割枠
体2をその開口部端縁同士を接合して複数並列に連結す
ることで形成されており、各分割枠体2にあって内枠1
の側面又は底面を構成する部位の開口部端縁には、部分
的に切欠いて切欠部3を形成し、この切欠部3にはこれ
を閉塞可能なカバー体4を取付可能に形成したから、地
下室を構築すべく最小限の大きさの穴を掘削して、その
中に底枠5及び外枠6と鉄筋7を設置し、次ぎに、その
中に分割枠体を連結して内枠1を組立てて設置した後
に、切欠部3によって内枠1に形成される空隙から継手
筋7Aや補強筋を入れて、鉄筋7を継いだり補強を施す
ことができる。従って、従来の連結式の型枠構造に比べ
て作業性が一段と向上するものとなった。
According to the present invention configured as described above, the inner frame 1 formed in a water-tight box shape, the bottom frame 5 on which the inner frame 1 is placed at an appropriate interval, and An outer frame 6 which rises from the peripheral edge of the bottom frame 5 and surrounds the side circumference of the inner frame 1 at an appropriate interval, and between the inner frame 1 and the bottom frame 5 and the inner frame 1
And the reinforcing bar 7 disposed between the outer frame 6 and the inner frame 1. The inner frame 1 is formed by forming a substantially frame-shaped or substantially frame-shaped divided frame body 2 with one of the openings closed. The inner frame 1 is formed by joining and connecting a plurality of parallel frames.
Since the notch 3 is formed by partially notching the edge of the opening of the portion constituting the side surface or the bottom surface of the notch 3, and the notch 3 is formed so that a cover body 4 capable of closing the notch 3 can be attached. A hole of a minimum size is excavated in order to construct a basement, and a bottom frame 5, an outer frame 6 and a reinforcing bar 7 are installed therein, and then a divided frame is connected therein to connect an inner frame 1 to the base frame. After assembling and installing, the joint bar 7A and the reinforcing bar can be inserted from the gap formed in the inner frame 1 by the cutout portion 3, and the reinforcing bar 7 can be connected and reinforced. Accordingly, workability is further improved as compared with the conventional connection type frame structure.

【0026】また、内枠1と底枠5及び外枠6との間に
コンクリートCを打設する際には、切欠部3からコンク
リートCを注入したり、コンクリートCを押し込んだ
り、充填状態を確認することにより、全体に確実にコン
クリートCを充填することが可能になる。
When the concrete C is poured between the inner frame 1, the bottom frame 5 and the outer frame 6, the concrete C is poured from the notch 3, the concrete C is pushed in, or the filling state is changed. By confirming, it is possible to reliably fill the concrete C as a whole.

【0027】また、前記底枠5及び外枠6と鉄筋7を、
それぞれ適宜連結可能に分割され、連結することで前記
内枠1を適当な間隔を保持して囲繞すべく形成すること
で、規模の大きな地下室でも、これら底枠5及び外枠6
と鉄筋7を現場で分割されたものを連結して組み立てて
構築することができるので、地下室構築時のコンクリー
ト打設用型枠の生産性は良好なものになる。
The bottom frame 5, the outer frame 6, and the reinforcing bar 7 are
The inner frame 1 is formed so as to be able to be appropriately connected to each other, and is connected so as to surround the inner frame 1 at an appropriate interval.
And the reinforcing bars 7 can be connected and assembled at the site to assemble and construct, so that the productivity of the concrete casting formwork when constructing the basement is improved.

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

【図1】この発明の実施例を示す分解斜視図である。FIG. 1 is an exploded perspective view showing an embodiment of the present invention.

【図2】この発明の実施例を示す平面図である。FIG. 2 is a plan view showing an embodiment of the present invention.

【図3】切欠部を閉塞するカバー体の取付状態を示す要
部断面図である。
FIG. 3 is a cross-sectional view of a main part showing an attached state of a cover body for closing a notch.

【図4】従来の地下室構築時のコンクリート打設用型枠
構造を示す分解斜視図である。
FIG. 4 is an exploded perspective view showing a conventional concrete casting formwork structure when a basement is constructed.

【符号の説明】[Explanation of symbols]

1 内枠 2 分割枠体 2A
接合部 2B 接合孔 3 切欠部 3
A 囲繞板 3B 取付板 3C 取付孔
4 カバー体 4A 凸部 4B 当接板 4
C 取付孔 5 底枠 6 外枠 7
鉄筋 8 継手筋 B ボルト N
ナット S シール材 C コンクリート G
地盤 a 内枠 b 底枠 c
短側枠 d 長側枠 e 鉄筋
1 inner frame 2 divided frame 2A
Joint 2B Joint hole 3 Notch 3
A Surrounding plate 3B Mounting plate 3C Mounting hole
4 Cover 4A Convex part 4B Contact plate 4
C mounting hole 5 bottom frame 6 outer frame 7
Reinforcing bar 8 Joint bar B Bolt N
Nut S Sealing material C Concrete G
Ground a Inner frame b Bottom frame c
Short side frame d Long side frame e Rebar

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平5−44223(JP,A) 特開 平5−44224(JP,A) 特開 平5−1420(JP,A) 実開 昭62−94130(JP,U) (58)調査した分野(Int.Cl.6,DB名) E02D 29/00──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-5-44223 (JP, A) JP-A-5-44224 (JP, A) JP-A-5-1420 (JP, A) 94130 (JP, U) (58) Fields investigated (Int. Cl. 6 , DB name) E02D 29/00

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 水密な箱状に形成された内枠と、この内
枠を適当な間隔を保持して載置する底枠と、この底枠周
縁から立ち上げて前記内枠の側周を適当な間隔を保持し
て囲繞する外枠と、内枠と底枠との間及び内枠と外枠と
の間に配される鉄筋とからなり、前記内枠は、略枠型又
は片方の開口部を塞いだ略枠型の分割枠体をその開口部
端縁同士を接合して複数並列に連結することで形成され
ており、各分割枠体にあって内枠の側面又は底面を構成
する部位の開口部端縁には、部分的に切欠いて切欠部を
形成し、この切欠部にはこれを閉塞可能なカバー体を取
付可能に形成したことを特徴とする地下室構築時のコン
クリート打設用型枠構造。
1. An inner frame formed in a watertight box shape, a bottom frame on which the inner frame is placed with an appropriate space therebetween, and a side periphery of the inner frame rising from the periphery of the bottom frame to form An outer frame that holds and surrounds at an appropriate interval, and a reinforcing bar that is arranged between the inner frame and the bottom frame and between the inner frame and the outer frame, wherein the inner frame has a substantially frame type or one side. It is formed by joining the edges of the substantially frame-shaped divided frame body closing the opening and joining the edges of the opening in parallel, and forming the side or bottom surface of the inner frame in each divided frame. A notch is formed by partially notching the edge of the opening of the part to be closed, and a cover body capable of closing the notch is formed in the notch. Installation formwork structure.
【請求項2】 前記底枠及び外枠と鉄筋は、それぞれ適
宜連結可能に分割され、連結することで前記内枠を適当
な間隔を保持して囲繞すべく形成した請求項1記載の地
下室構築時のコンクリート打設用型枠構造。
2. The basement building according to claim 1, wherein the bottom frame, the outer frame, and the reinforcing bar are divided so as to be connectable to each other as appropriate, and are formed so as to surround the inner frame at an appropriate interval by being connected. Formwork structure for concrete casting at the time.
JP6334994A 1994-12-20 1994-12-20 Formwork structure for concrete casting during basement construction Expired - Lifetime JP2844053B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6334994A JP2844053B2 (en) 1994-12-20 1994-12-20 Formwork structure for concrete casting during basement construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6334994A JP2844053B2 (en) 1994-12-20 1994-12-20 Formwork structure for concrete casting during basement construction

Publications (2)

Publication Number Publication Date
JPH08177065A JPH08177065A (en) 1996-07-09
JP2844053B2 true JP2844053B2 (en) 1999-01-06

Family

ID=18283548

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6334994A Expired - Lifetime JP2844053B2 (en) 1994-12-20 1994-12-20 Formwork structure for concrete casting during basement construction

Country Status (1)

Country Link
JP (1) JP2844053B2 (en)

Also Published As

Publication number Publication date
JPH08177065A (en) 1996-07-09

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