JP2683877B2 - Beam concrete formwork - Google Patents

Beam concrete formwork

Info

Publication number
JP2683877B2
JP2683877B2 JP6294289A JP29428994A JP2683877B2 JP 2683877 B2 JP2683877 B2 JP 2683877B2 JP 6294289 A JP6294289 A JP 6294289A JP 29428994 A JP29428994 A JP 29428994A JP 2683877 B2 JP2683877 B2 JP 2683877B2
Authority
JP
Japan
Prior art keywords
bar
plates
concrete
notch
reinforcing
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
JP6294289A
Other languages
Japanese (ja)
Other versions
JPH08151794A (en
Inventor
芳昭 生田目
圭一 柴田
山田  明
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.)
Nittoc Constructions Co Ltd
Original Assignee
Nittoc Constructions 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 Nittoc Constructions Co Ltd filed Critical Nittoc Constructions Co Ltd
Priority to JP6294289A priority Critical patent/JP2683877B2/en
Publication of JPH08151794A publication Critical patent/JPH08151794A/en
Application granted granted Critical
Publication of JP2683877B2 publication Critical patent/JP2683877B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

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、鉄筋コンクリート構造
の建築物における梁コンクリートの打継用型枠に関する
ものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a beam concrete jointing formwork in a building having a reinforced concrete structure.

【0002】[0002]

【従来の技術】梁コンクリートを打継ぐ場合は、この打
継ぎ部で梁型枠内を仕切る必要があり、従来は合板等が
仕切板として用いられていた。
2. Description of the Related Art When beam concrete is spliced, it is necessary to partition the beam formwork at this splicing portion, and conventionally plywood or the like has been used as a partition plate.

【0003】[0003]

【発明が解決しようとする課題】梁型枠内には周知のご
とく、梁の長さ方向に梁主筋が入っているので前記仕切
板もこの梁主筋を通す貫通孔を設けたものとなる。
As is well known in the beam form, since a beam main bar is provided in the beam length direction, the partition plate also has a through hole through which the beam main bar is passed.

【0004】そして、配筋後にこの仕切板をセットする
のは不可能なので、鉄筋を組む際に同時にこの仕切板に
鉄筋を貫通させて、該鉄筋とともに型枠内に配設するこ
とになり、きわめて面倒な作業となる。
Since it is impossible to set this partition plate after arranging the reinforcing bars, at the same time when the reinforcing bars are assembled, the reinforcing bars are penetrated through the partition plates, and the reinforcing bars are arranged in the mold together with the reinforcing bars. This is an extremely troublesome task.

【0005】本発明の目的は前記従来例の不都合を解消
し、コンクリート打継ぎのための仕切りを、配筋後で
も、簡単かつ迅速に形成することができ、脱型も容易で
あり、また、転用が可能なので経済的な梁コンクリート
の打継用型枠を提供することにある。
The object of the present invention is to eliminate the disadvantages of the above-mentioned conventional example, to enable the partition for concrete splicing to be formed easily and quickly even after the re-arrangement, and to easily remove the mold. The purpose is to provide an economical beam concrete connection formwork that can be diverted.

【0006】[0006]

【課題を解決するための手段】本発明は前記目的を達成
するため、第1に、鉄筋を入り込ませる切欠きを側部に
形成した金属製の板体を鉄筋を切欠き内に取入れ、か
つ、板体相互で鉄筋を挟み込むように複数の板体を並べ
て梁型枠内を仕切るものであり、前記金属製の板体はバ
ーを沿わせ、このバーの上方への突出部を把手とするこ
と、または、この構成に加えて、バーから横に伸びる補
強骨を設けたこと、第2に、鉄筋を入り込ませる切欠き
を側部に形成した金属製の板体を鉄筋を切欠き内に取入
れ、かつ、板体相互で鉄筋を挟み込むように複数の板体
を並べて梁型枠内を仕切るものであり、鉄筋挿通孔とこ
の挿通孔から外縁へのカッティングラインを設けた可撓
性のパッキング体を前記板体相互で鉄筋の挟み込み部の
片側面に沿わせることを要旨とするものである。
In order to achieve the above-mentioned object, the present invention firstly introduces a metal plate having a notch into which a rebar is inserted into a side portion thereof into the notch, and , A plurality of plate bodies are arranged so as to sandwich the reinforcing bars between the plate bodies to partition the inside of the beam form, and the metal plate body is provided with a bar, and the protruding portion of the bar above is used as a handle. Or, in addition to this structure, a reinforcing bone extending laterally from the bar is provided. Second, a metal plate body having a notch for inserting the reinforcing bar on the side is provided in the notch of the reinforcing bar. This is a flexible packing with a plurality of plates arranged side by side so as to sandwich the reinforcing bars between the plates and partitioning the inside of the beam form, and a reinforcing bar insertion hole and a cutting line from this insertion hole to the outer edge. Place the body along the one side of the sandwiched part of the reinforcing bar between the plates. The one in which the subject matter of the present invention.

【0007】[0007]

【作用】請求項1記載の本発明によれば、コンクリート
打継ぎ用の仕切りは複数の板体を並べて形成するが、こ
の板体は型枠と鉄筋間および鉄筋相互間に差し入れて鉄
筋を切欠き内に取入れ、かつ、板体相互で鉄筋を挟み込
むようにすればよく、配筋後でも簡単に仕切りを型枠内
に形成できる。
According to the first aspect of the present invention, the partition for concrete splicing is formed by arranging a plurality of plates, and the plates are inserted between the formwork and the reinforcing bars and between the reinforcing bars to cut the reinforcing bars. It suffices if the reinforcing bars are inserted into the notches and the reinforcing bars are sandwiched between the plates, so that the partition can be easily formed in the mold even after the reinforcing bars are arranged.

【0008】そして、バーは補強部材となるとともに上
方への突出部を把手とするので、この把手をもって板体
型枠と鉄筋間および鉄筋相互間に差し入れ、かつ、回転
させて鉄筋を切欠き内に取入れ、かつ、板体相互で鉄筋
を挟み込むようにすることができる。
Since the bar serves as a reinforcing member and the protruding portion upward is used as a handle, the bar is inserted between the plate form frame and the reinforcing bars and between the reinforcing bars, and rotated to rotate the reinforcing bars into the notches. The reinforcing bars can be inserted and the reinforcing bars can be sandwiched between the plates.

【0009】請求項2記載の本発明によれば、前記作用
に加えて、バーの他に補強骨を設けることで、縦横の補
強が得られ、調整用に切欠きを横長の大きなものとして
も板体としては堅牢さを失わずにすむ。
According to the second aspect of the present invention, in addition to the above-mentioned action, by providing a reinforcing bone in addition to the bar, vertical and horizontal reinforcement can be obtained, and even if the notch for adjustment has a large horizontal length. As a plate, it does not lose its robustness.

【0010】請求項3記載の本発明によれば、板体相互
で鉄筋を挟み込む際に隙間が残るとコンクリートのノロ
漏れ等があるが、パッキング体により止封してかかるノ
ロ漏れ等を完全に防ぐことができる。
According to the third aspect of the present invention, when the reinforcing bars are sandwiched between the plate bodies, there is a spillage of concrete or the like, but there is a spillage of concrete. Can be prevented.

【0011】[0011]

【実施例】以下、本発明の実施例を図面について詳細に
説明する。図1は本発明の梁コンクリートの打継用型枠
の1実施例を示す正面図、図2は同上平面図、図3は同
上縦断側面図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a front view showing an embodiment of a beam concrete splicing formwork of the present invention, FIG. 2 is a plan view of the same, and FIG.

【0012】先に部材構成について説明すると、本発明
の梁コンクリートの打継用型枠は梁型枠1と梁主筋2も
しくは左右に並ぶ梁主筋2同士の間の数だけの鋼板製の
板体からなる。本実施例では板体3a〜3eの5枚であ
る。
Explaining the member construction first, the beam concrete connecting frame of the present invention is a plate body made of steel plates as many as between the beam frame 1 and the beam main bar 2 or the beam main bars 2 arranged side by side. Consists of. In this embodiment, there are five plates 3a to 3e.

【0013】板体3aと3e、3bと3dはそれぞれ左
右対称のものであり、図4では、この板体3e,3dの
図示は省略するが、板体3aは型枠1と梁主筋2に配設
するものとして片側のみに梁主筋2を入り込ませる比較
的短い切欠き4aを側部に上下段に形成した。板体3e
も同様である。
The plates 3a and 3e, 3b and 3d are bilaterally symmetrical, and although the plates 3e and 3d are not shown in FIG. 4, the plates 3a are attached to the form 1 and the beam main bar 2. As an arrangement, a relatively short notch 4a into which the main beam 2 of the beam is inserted is formed on one side only in the upper and lower steps. Plate 3e
The same is true for

【0014】板体3bは梁主筋2同士間に配設するもの
で、片側に前記板体3aの切欠き4aに対応するものと
して梁主筋2を入り込ませる比較的長い切欠き4bを上
下段に形成し、他の片側に短い切欠き4aを上下段に形
成した。板体3dも同様である。
The plate body 3b is arranged between the beam main bars 2 and has a relatively long notch 4b on one side, which corresponds to the notch 4a of the plate body 3a, into which the beam main bar 2 is inserted. Then, a short notch 4a is formed on the other side in the upper and lower stages. The same applies to the plate body 3d.

【0015】板体3cも梁主筋2同士間に配設するもの
で、両側に梁主筋2を入り込ませる比較的短い切欠き4
aを側部に上下段に形成した。
The plate body 3c is also disposed between the beam main bars 2 and has a relatively short notch 4 into which the beam main bars 2 are inserted.
a was formed in the upper and lower stages on the side.

【0016】これら板体3a〜3eはいずれもアングル
材からなるバー5を上下方向に沿わせてこれを補強材と
し、かつ、このバー5の上方への突出部を把手6とし
た。さらに、該把手6の上端には、同じくアングル材か
らなる握り部6aを直交方向に設けて全体をTの字形と
する。
In each of these plate bodies 3a to 3e, a bar 5 made of an angle member is arranged in the vertical direction to serve as a reinforcing member, and a protruding portion of the bar 5 above serves as a handle 6. Further, a grip portion 6a, which is also made of an angle member, is provided at the upper end of the handle 6 in the orthogonal direction to form a T-shape as a whole.

【0017】板体3b,3dおよび板体3cはバー5の
下端にも直交方向にアングル材による補強材を配する
が、板体3b,3dでは比較的長い切欠き4bの近傍
に、アングル材によりバー5から横に伸びる補強骨7を
設けた。
The plate members 3b, 3d and the plate member 3c are also provided with reinforcing members by angle members in the orthogonal direction at the lower end of the bar 5, but in the plate members 3b, 3d, the angle member is provided near the relatively long notch 4b. Due to this, a reinforcing bone 7 extending laterally from the bar 5 is provided.

【0018】なお、板体3a〜3eはこのようなバー5
や補強骨7を設けない面を打設コンクリートとの接合面
とするが、図示は省略するが縞鋼板等を用いて該接合面
側を凹凸のある粗面とするようにしてもよい。
The plates 3a to 3e have the bar 5 as described above.
Although the surface on which the reinforcement bone 7 is not provided is a joint surface with the cast concrete, a striped steel plate or the like may be used to make the joint surface side a rough surface having irregularities, although not shown.

【0019】図示の例は梁主筋2はネジフシ鉄筋の場合
で、接続のためにナット8やカップラー13を螺合する
が、前記板体3a〜3eはそれぞれ個別に梁型枠1内
で、この梁型枠1と梁主筋2間、もしくは梁主筋2の相
互間に差し入れる。
In the illustrated example, the beam main bar 2 is a screw bar reinforcement, and the nut 8 and the coupler 13 are screwed together for connection. However, the plate bodies 3a to 3e are individually formed in the beam form frame 1, It is inserted between the beam formwork 1 and the beam main bar 2 or between the beam main bars 2.

【0020】この場合、板体3a〜3eは把手6をもっ
て梁主筋2に平行する向きに差し入れ、これを回転させ
て梁主筋2を切欠き4aや4bに入り込ませるようにす
るとよい。特に、板体3b,3dの長い切欠き4bは梁
主筋2に対する位置調整用のものであり、これが隣の板
体と重なり合う程度を変えることで、5枚の板体3a〜
3eが一列に並び、梁主筋2内をきっちりと仕切る。
In this case, the plate bodies 3a to 3e are preferably inserted by holding the grips 6 in a direction parallel to the main beam 2 of the beam, and by rotating this, the main bar 2 of the beam is inserted into the notches 4a and 4b. In particular, the long cutouts 4b of the plates 3b and 3d are for adjusting the position with respect to the main beam 2 of the beam, and by changing the degree to which the plate 3b and the adjacent plate overlap, the five plates 3a-
3e are arranged in a line to partition the main beam 2 of the beam.

【0021】図5はゴム板等による可撓性のパッキング
体9を示すが、鉄筋の挿通孔10を中央に設け、さらにこ
の挿通孔10から外縁へのカッティングライン11を設け
た。
FIG. 5 shows a flexible packing body 9 made of a rubber plate or the like. A reinforcing bar insertion hole 10 is provided at the center, and a cutting line 11 extending from the insertion hole 10 to the outer edge is provided.

【0022】カッティングライン11の所から挿通孔10を
開きながら、この挿通孔10に梁主筋2を取り込み、この
パッキング体9を前記板体3a〜3eの相互で梁主筋2
を挟み込んだ部分の片側面に沿わせる。
While opening the insertion hole 10 from the cutting line 11, the beam main reinforcement 2 is taken into the insertion hole 10 and the packing body 9 is applied to the beam main reinforcement 2 between the plate bodies 3a to 3e.
Place it along one side of the sandwiched part.

【0023】なお、前記板体3a〜3eはコンクリート
打設側と反対側にナット8を配置し、これで押さえるよ
うにした。
The plate bodies 3a to 3e are arranged so that the nut 8 is arranged on the side opposite to the concrete pouring side and the nut 8 is pressed by the nut 8.

【0024】このようにして、梁型枠1内にコンクリー
ト12を打設すれば、このコンクリート12は板体3a〜3
eで止められ、また、切欠き4aや4bからのコンクリ
ートのノロ漏れ等もパッキング体9で止められる。
When the concrete 12 is placed in the beam form 1 in this way, the concrete 12 is converted into the plates 3a to 3a.
Also, the packing body 9 stops the leakage of concrete from the notches 4a and 4b.

【0025】コンクリート12が硬化した後は、これら板
体3a〜3eやパッキング体9を外し、他の部分にコン
クリートを打継ぐが、かかる脱型も容易にでき、板体3
a〜3eに縞鋼板等を用いてコンクリートの接合面側を
凹凸のある粗面とした場合は、この打継ぎ面も凹凸とな
り、コンクリート相互の接合状態が向上する。
After the concrete 12 is hardened, the plate bodies 3a to 3e and the packing body 9 are removed and the concrete is spliced to the other parts.
When a striped steel plate or the like is used for a to 3e and the joint surface side of the concrete is roughened with irregularities, the joint surface also becomes irregular, and the joint state between the concrete is improved.

【0026】[0026]

【発明の効果】以上述べたように本発明の梁コンクリー
トの打継用型枠は、コンクリート打継ぎのための仕切り
を、配筋後でも、簡単かつ迅速に形成することができ、
しかも脱型も容易にでき、さらに、転用できるので経済
的なものである。
As described above, the beam concrete connecting frame of the present invention can easily and quickly form the partition for concrete connecting even after the bar arrangement.
Moreover, it is economical because it can be easily removed from the mold and can be diverted.

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

【図1】本発明の梁コンクリートの打継用型枠の1実施
例を示す正面図である。
FIG. 1 is a front view showing one embodiment of a beam concrete casting frame of the present invention.

【図2】本発明の梁コンクリートの打継用型枠の1実施
例を示す平面図である。
FIG. 2 is a plan view showing one embodiment of a beam concrete splicing formwork of the present invention.

【図3】本発明の梁コンクリートの打継用型枠の1実施
例を示す縦断側面図である。
FIG. 3 is a vertical cross-sectional side view showing one embodiment of a beam concrete splicing formwork of the present invention.

【図4】本発明で使用する板体の一部を示す正面図であ
る。
FIG. 4 is a front view showing a part of a plate body used in the present invention.

【図5】本発明で使用するパッキング体の正面図であ
る。
FIG. 5 is a front view of a packing body used in the present invention.

【符号の説明】[Explanation of symbols]

1…梁型枠 2…梁主筋 3a〜3e…板体 4a,4b…切欠
き 5…バー 6…把手 6a…握り部 7…補強骨 8…ナット 9…パッキング体 10…挿通孔 11…カッティング
ライン 12…コンクリート 13…カップラー
DESCRIPTION OF SYMBOLS 1 ... Beam form 2 ... Beam main reinforcement 3a-3e ... Plate body 4a, 4b ... Notch 5 ... Bar 6 ... Handle 6a ... Grip part 7 ... Reinforcing bone 8 ... Nut 9 ... Packing body 10 ... Insertion hole 11 ... Cutting line 12… Concrete 13… Coupler

───────────────────────────────────────────────────── フロントページの続き (72)発明者 柴田 圭一 千葉県松戸市上矢切1547 コーポオグラ 201号 (72)発明者 山田 明 東京都中央区銀座8丁目14番14号 日特 建設株式会社内 (56)参考文献 実公 昭57−4200(JP,Y2) ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Keiichi Shibata 1547 Kamiopiri, 1547 Kamiyaki, Matsudo-shi, Chiba Prefecture (72) Inventor Akira Yamada 8-14-14 Ginza, Chuo-ku, Tokyo (56) References Jikkou 57-4200 (JP, Y2)

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 鉄筋を入り込ませる切欠きを側部に形成
した金属製の板体を鉄筋を切欠き内に取入れ、かつ、板
体相互で鉄筋を挟み込むように複数の板体を並べて梁型
枠内を仕切るものであり、前記金属製の板体はバーを沿
わせ、このバーの上方への突出部を把手とすることを特
徴とする梁コンクリートの打継用型枠。
1. A beam type in which a metal plate having a notch for allowing a reinforcing bar to enter is incorporated in the notch and a plurality of plates are arranged so as to sandwich the reinforcing bar between the plates. A beam concrete jointing formwork for partitioning the inside of a frame, characterized in that the metal plate body is provided with a bar, and an upward projecting portion of the bar serves as a handle.
【請求項2】 バーから横に伸びる補強骨を設けた請求
項1記載の梁コンクリートの打継用型枠。
2. The beam concrete connecting frame according to claim 1, further comprising reinforcing bones extending laterally from the bar.
【請求項3】 鉄筋を入り込ませる切欠きを側部に形成
した金属製の板体を鉄筋を切欠き内に取入れ、かつ、板
体相互で鉄筋を挟み込むように複数の板体を並べて梁型
枠内を仕切るものであり、鉄筋挿通孔とこの挿通孔から
外縁へのカッティングラインを設けた可撓性のパッキン
グ体を前記板体相互で鉄筋の挟み込み部の片側面に沿わ
せることを特徴とする梁コンクリートの打継用型枠。
3. A beam type in which a plate made of metal having a notch for inserting a reinforcing bar formed in a side portion is incorporated into the notch, and a plurality of plates are arranged so as to sandwich the reinforcing bar between the plates. It is for partitioning the inside of the frame, and is characterized in that a flexible packing body provided with a reinforcing bar insertion hole and a cutting line from the insertion hole to the outer edge is arranged along one side of the pinching portion of the reinforcing bar between the plate bodies. Formwork for beaming concrete.
JP6294289A 1994-11-29 1994-11-29 Beam concrete formwork Expired - Fee Related JP2683877B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6294289A JP2683877B2 (en) 1994-11-29 1994-11-29 Beam concrete formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6294289A JP2683877B2 (en) 1994-11-29 1994-11-29 Beam concrete formwork

Publications (2)

Publication Number Publication Date
JPH08151794A JPH08151794A (en) 1996-06-11
JP2683877B2 true JP2683877B2 (en) 1997-12-03

Family

ID=17805778

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6294289A Expired - Fee Related JP2683877B2 (en) 1994-11-29 1994-11-29 Beam concrete formwork

Country Status (1)

Country Link
JP (1) JP2683877B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100377406B1 (en) * 2000-02-02 2003-03-29 윤석현 Carrying out joint die of reinforced concrete
JP6715111B2 (en) * 2016-07-05 2020-07-01 鹿島建設株式会社 Formwork structure and construction method of structure

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS574200U (en) * 1980-06-06 1982-01-09

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Publication number Publication date
JPH08151794A (en) 1996-06-11

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