JP2001012078A - Construction method of wall form - Google Patents
Construction method of wall formInfo
- Publication number
- JP2001012078A JP2001012078A JP11181628A JP18162899A JP2001012078A JP 2001012078 A JP2001012078 A JP 2001012078A JP 11181628 A JP11181628 A JP 11181628A JP 18162899 A JP18162899 A JP 18162899A JP 2001012078 A JP2001012078 A JP 2001012078A
- Authority
- JP
- Japan
- Prior art keywords
- joint member
- plate
- wall
- plates
- corner
- 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
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は、鉄筋コンクリート造建
築における壁面型枠を組み立てる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 method for assembling a wall form in a reinforced concrete building.
【０００２】[0002]
【従来の技術】従来の鉄筋コンクリート造の壁面構築用
の型枠は、図８のように周辺に枠材４１が設けられた合
板ベニヤ４２を用い、該枠材４１同士を釘４３で打ちつ
けることによって、該合板ベニヤ４２を連結して組み立
てられていた。2. Description of the Related Art A conventional reinforced concrete wall construction formwork is constructed by using a plywood veneer 42 provided with a frame material 41 around the periphery as shown in FIG. The plywood veneer 42 was connected and assembled.
【０００３】[0003]
【発明が解決しようとする課題】このような従来の型枠
の組み立て方法では、合板ベニヤ４２への枠材４１の取
り付けなければならないという非常に大きな欠点を有し
ていた。また、枠材４１同士は釘４３打ちによって連結
することから、脱型時にこれらの釘４３を引き抜く手間
が大きく、多大な労力と時間を費やさなければならない
問題があった。However, such a conventional method of assembling a mold has a very large disadvantage that the frame material 41 must be attached to the plywood veneer 42. In addition, since the frame members 41 are connected to each other by hitting the nails 43, there is a problem that the labor for pulling out the nails 43 at the time of removing the mold is great, and a great deal of labor and time must be spent.
【０００４】[0004]
【課題を解決するための手段】そこで、本発明者は上記
問題に鑑み鋭意研究の結果、本発明を成し得たものであ
り、その特徴とするところは、鉄筋コンクリート造建築
における壁面型枠を組み立てる方法であって、複数の平
板状型枠板を薄板状のジョイント部材を介して連結する
こと。或いは、鉄筋コンクリート造建築における壁面コ
ーナー部の型枠を組み立てる方法であって、コーナー部
に配した角材に、薄板状のコーナージョイント部材の本
体の側端部を鉛直方向に折曲して形成した角材連結部を
連結すると共に、該本体に平板状型枠板を連結すること
にある。Means for Solving the Problems In view of the above problems, the present inventor has accomplished the present invention as a result of diligent research. The feature of the present invention is that the wall form in a reinforced concrete building is used. A method of assembling, wherein a plurality of flat form plates are connected via a thin plate-like joint member. Alternatively, it is a method of assembling a formwork of a wall corner portion in a reinforced concrete building, wherein a square member formed by bending a side end portion of a main body of a thin plate-shaped corner joint member in a vertical direction to a square member arranged in the corner portion. In addition to connecting the connecting portion, a flat form plate is connected to the main body.
【０００５】ここで、本明細書中でいう型枠とは、鉄筋
コンクリート造における壁面を構築するための利用する
部材をいう。この場合の壁面とは、基礎やスラブから立
設する壁体や柱などほぼ垂直に構築する構造物である。
本発明に係る壁型枠の構築方法では、複数の平板状型枠
板を薄板状のジョイント部材を介して連結することによ
って構築する。また、コーナー部の場合は、薄板状のコ
ーナージョイント部材を利用する。このコーナージョイ
ント部材は、本体の側端部に鉛直方向に折曲して形成し
た角材連結部を設けたもので、コーナー部に配した角材
に該角材連結部を連結し、本体に平板状型枠板を連結さ
せるものである。[0005] Here, the term "frame" as used herein means a member used for constructing a wall surface in reinforced concrete construction. The wall surface in this case is a structure that is constructed almost vertically, such as a wall or a pillar standing upright from a foundation or a slab.
In the method for constructing a wall formwork according to the present invention, the wall formwork is constructed by connecting a plurality of flat form plates via a thin plate-like joint member. In the case of a corner portion, a thin plate-shaped corner joint member is used. This corner joint member is provided with a square bar connecting portion formed by bending in a vertical direction at a side end portion of the main body. The square bar connecting portion is connected to a square bar arranged at the corner portion, and a flat plate type is formed on the main body. It connects frame plates.
【０００６】ジョイント部材やコーナージョイント部材
は、複数のプレートを高さ方向に伸縮可能に連結する構
造にして、長さを調節できるようにしてもよい。また、
これらは下端部に高さ調節部材を設けて床面の凹凸に対
応できるようにするのが好ましい。高さ調節部材として
は、例えばボルトなどのネジを利用したり、長孔を設け
て上下方向にスライドさせる方法で突出長さを調節す
る。各部材やプレートの材質は、一般的には鉄板を用い
るが、その他の金属や、プラスチック、段ボールなどの
紙などでもよく、特に限定するものではない。The joint member and the corner joint member may have a structure in which a plurality of plates are connected so as to be able to expand and contract in the height direction so that the length can be adjusted. Also,
These are preferably provided with a height adjusting member at the lower end so as to be able to cope with irregularities on the floor surface. As the height adjusting member, for example, a screw such as a bolt is used, or a protruding length is adjusted by a method of providing a long hole and sliding vertically. The material of each member or plate is generally an iron plate, but may be other metal, plastic, paper such as corrugated cardboard, etc., and is not particularly limited.
【０００７】本発明に係る壁型枠の構築方法では、従来
のように枠材を設けない平板状型枠板を利用するため、
別体の支持部材で該平板状型枠板を固定するのが好まし
い。この支持部材は、床面に固定する固定部を備えた底
板に、該平板状型枠板の両面を挟み込む２つの支持板を
立設した構造のものである。この場合、平板状型枠板を
１枚だけ支持する構造のものでもよく、該平板状型枠板
を所定の間隔を開けて２枚対向させて支持するように、
２つの支持板を２組設けた構造としてもよい。後者の場
合は、２枚の平板状型枠板の間隔を調整できるように、
各支持板の位置をスライド調整可能な構造としてもよ
い。In the method of constructing a wall form according to the present invention, a flat form plate provided with no frame material as in the prior art is used.
It is preferable to fix the flat form plate with a separate support member. This support member has a structure in which two support plates sandwiching both sides of the flat form plate are erected on a bottom plate having a fixing portion for fixing to a floor surface. In this case, a structure in which only one plate-shaped form plate is supported may be used, and two plate-shaped form plates are supported at a predetermined interval so as to face each other.
A structure in which two sets of two support plates are provided may be employed. In the latter case, the distance between the two flat form plates can be adjusted,
The position of each support plate may be configured to be slidable.
【０００８】[0008]
【発明の実施の形態】以下、本発明を図面に示す発明の
実施の形態に基づいて詳細に説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described in detail based on embodiments of the invention shown in the drawings.
【０００９】図１（ａ）（ｂ）は、本発明の第一発明に
係る壁型枠の構築方法の実施の形態の一例を示すもの
で、複数の平板状型枠板２を薄板状のジョイント部材１
で連結して配筋４の側部に構築したものである。このジ
ョイント部材１は厚さ１．６mmの亜鉛メッキした鉄板で
形成したもので、これと平板状型枠板２にはビス３で固
定するための複数の孔を穿設している。また、ジョイン
ト部材１にはセパレータ５を挿通する孔も設けている。
このようにして構築された型枠１０は、従来と同様に縦
バタ６と横バタ７で固定する。FIGS. 1 (a) and 1 (b) show an embodiment of a method for constructing a wall form according to the first invention of the present invention. Joint member 1
And is constructed on the side of the reinforcing bar 4. The joint member 1 is formed of a 1.6 mm-thick galvanized iron plate, and a plurality of holes for fixing the joint member 1 with screws 3 are formed in the plate member 2. The joint member 1 also has a hole through which the separator 5 is inserted.
The formwork 10 constructed in this manner is fixed with the vertical butterflies 6 and the horizontal butters 7 as in the prior art.
【００１０】図２は、ジョイント部材１の実施の形態の
他の例を示すもので、下端部を鉛直方向に折曲し、この
部分にボルト８を螺合させて該ボルト８の突出長さを調
節して高さ調整できるようにしたものである。また、ジ
ョイント部材１は図３（ａ）（ｂ）（ｃ）に示すよう
に、複数のプレート９を組み合わせて、高さ方向に長さ
調節可能な構造としてもよい。FIG. 2 shows another example of the embodiment of the joint member 1, in which the lower end is bent in a vertical direction, and a bolt 8 is screwed into this portion, so that the projecting length of the bolt 8 is increased. The height can be adjusted by adjusting the height. As shown in FIGS. 3A, 3B, and 3C, the joint member 1 may have a structure in which a plurality of plates 9 are combined and the length can be adjusted in the height direction.
【００１１】図４（ａ）は、本発明の第二発明に係る壁
型枠の構築方法の実施の形態の一例を示すもので、コー
ナー部に配した角材２２に、同図（ｂ）に示したコーナ
ージョイント部材２１を連結し、これに平板状型枠板２
を連結してコーナー部分の型枠２０を構築する方法であ
る。コーナージョイント部材２１は、本体２３にその側
端部を鉛直方向に折曲した角材連結部２４を設けた構造
のもので、該角材連結部２４を角材２２に釘などで固定
する。本体２３には、前述した場合と同じように平板状
型枠板２をビス３で連結する。本例に示したコーナージ
ョイント部材２１は、複数のコーナープレート２５を連
結して長さ調節すると共に、下端部に高さ調節するボル
ト８を設けている。FIG. 4A shows an example of an embodiment of a method of constructing a wall formwork according to the second invention of the present invention. The illustrated corner joint member 21 is connected, and the flat form plate 2
Are connected to form the formwork 20 of the corner portion. The corner joint member 21 has a structure in which a square member connecting portion 24 having a side end bent in a vertical direction is provided on a main body 23, and the square member connecting portion 24 is fixed to the square member 22 with a nail or the like. The flat form plate 2 is connected to the main body 23 with screws 3 in the same manner as described above. In the corner joint member 21 shown in this example, a plurality of corner plates 25 are connected to adjust the length, and the lower end is provided with a bolt 8 for adjusting the height.
【００１２】ジョイント部材１やコーナージョイント部
材２１で連結した平板状型枠板２を固定するものとし
て、図５（ａ）（ｂ）に示す支持部材３１を用いる。支
持部材３１は、底板３２に設けた固定部３３で床面に固
定し、該底板３２に立設した２つの支持板３４に平板状
型枠板２を嵌め込んで固定する。同図（ａ）の支持部材
３１は、平板状型枠板２を所定の間隔で支持するため、
支持板３４を２組設けたもので、同図（ｂ）の支持部材
３１は、平板状型枠板２を１枚だけ支持するものであ
る。A support member 31 shown in FIGS. 5 (a) and 5 (b) is used for fixing the flat form plate 2 connected by the joint member 1 and the corner joint member 21. The support member 31 is fixed to the floor surface by a fixing portion 33 provided on the bottom plate 32, and the flat frame plate 2 is fitted and fixed to two support plates 34 erected on the bottom plate 32. The support member 31 shown in FIG. 3A supports the flat form plate 2 at a predetermined interval.
Two sets of support plates 34 are provided, and the support member 31 of FIG. 2B supports only one flat form plate 2.
【００１３】平板状型枠板２を対向させた状態で支持す
る支持部材３１の実施の形態の他の例として、図６に示
すように支持板３４の間隔を調整できる構造としてもよ
い。図７は、ジョイント部材１、コーナージョイント部
材２１、支持部材３１の使用状態を示している。As another example of the embodiment of the support member 31 for supporting the flat form plate 2 in an opposed state, a structure in which the interval between the support plates 34 can be adjusted as shown in FIG. 6 may be adopted. FIG. 7 shows a usage state of the joint member 1, the corner joint member 21, and the support member 31.
【００１４】[0014]
【発明の効果】以上のように本発明に係る壁型枠の構築
方法は、鉄筋コンクリート造建築における壁面型枠を組
み立てる方法であって、複数の平板状型枠板を薄板状の
ジョイント部材を介して連結すること。或いは、鉄筋コ
ンクリート造建築における壁面コーナー部の型枠を組み
立てる方法であって、コーナー部に配した角材に、薄板
状のコーナージョイント部材の本体の側端部を鉛直方向
に折曲して形成した角材連結部を連結し、該本体に平板
状型枠板を連結することにより、壁型枠を簡単且つ確実
の形成することができる。特に、従来の型枠のように合
板ベニヤに枠材を設ける必要がなく、どのような大きさ
の合板ベニヤなどでもジョイント部材やコーナージョイ
ント部材に連結して使用することができるなど実用上極
めて有益な効果を有するものである。As described above, the method of constructing a wall formwork according to the present invention is a method of assembling a wall formwork in a reinforced concrete construction, wherein a plurality of flat formwork plates are connected via a thin joint member. Connecting. Alternatively, it is a method of assembling a formwork of a wall corner portion in a reinforced concrete building, wherein a square member formed by bending a side end portion of a main body of a thin plate-shaped corner joint member in a vertical direction to a square member arranged in the corner portion. By connecting the connecting portion and connecting the flat form plate to the main body, the wall form can be easily and reliably formed. In particular, there is no need to provide a frame material on the plywood veneer as in the conventional formwork, and any size of plywood veneer can be used by connecting it to the joint member or corner joint member, which is extremely useful in practice. It has a great effect.
【図１】（ａ）は本発明の第一発明に係る壁型枠の構築
方法の実施の形態の一例を示す斜視図、（ｂ）は（ａ）
の平面図である。FIG. 1 (a) is a perspective view showing an example of an embodiment of a method for constructing a wall form according to the first invention of the present invention, and FIG. 1 (b) is (a)
FIG.
【図２】ジョイント部材の実施の形態の他の例を示す斜
視図である。FIG. 2 is a perspective view showing another example of the embodiment of the joint member.
【図３】（ａ）（ｂ）（ｃ）は夫々ジョイント部材の実
施の形態のさらに他の例を示すもので、（ａ）は斜視
図、（ｂ）（ｃ）は側面図である。FIGS. 3A, 3B, and 3C each show still another example of the embodiment of the joint member. FIG. 3A is a perspective view, and FIGS. 3B and 3C are side views.
【図４】（ａ）は本発明の第二発明に係る壁型枠の構築
方法の実施の形態の一例を示す平面図、（ｂ）はコーナ
ージョイント部材の実施の形態の他の例を示す斜視図で
ある。FIG. 4 (a) is a plan view showing an example of an embodiment of a method of constructing a wall formwork according to the second invention of the present invention, and FIG. 4 (b) shows another example of an embodiment of a corner joint member. It is a perspective view.
【図５】（ａ）（ｂ）は夫々支持部材の実施の形態の一
例を示す斜視図である。FIGS. 5A and 5B are perspective views each showing an example of an embodiment of a support member.
【図６】支持部材の実施の形態の他の例を示す縦断面図
である。FIG. 6 is a longitudinal sectional view showing another example of the embodiment of the support member.
【図７】ジョイント部材、コーナージョイント部材、支
持部材の使用状態の一他の例を示す平面図である。FIG. 7 is a plan view showing another example of a usage state of a joint member, a corner joint member, and a support member.
【図８】壁型枠の従来の構築方法を示す平面図である。FIG. 8 is a plan view showing a conventional method of constructing a wall formwork.
１ ジョイント部材 ２ 平板状型枠板 ３ ビス ４ 配筋 ５ セパレータ ６ 縦バタ ７ 横バタ ８ ボルト ９ プレート １０，２０ 型枠 ２１ コーナージョイント部材 ２２ 角材 ２３ 本体 ２４ 角材連結部 ２５ コーナープレート ３１ 支持部材 ３２ 底板 ３３ 固定部 ３４ 支持板 DESCRIPTION OF SYMBOLS 1 Joint member 2 Flat-shaped form plate 3 Screw 4 Arrangement 5 Separator 6 Vertical flutter 7 Horizontal flutter 8 Bolt 9 Plate 10, 20 Formwork 21 Corner joint member 22 Square bar 23 Main body 24 Square bar connecting part 25 Corner plate 31 Support member 32 Bottom plate 33 Fixed part 34 Support plate
Claims (8)
枠を組み立てる方法であって、複数の平板状型枠板を薄
板状のジョイント部材を介して連結することを特徴とす
る壁型枠の構築方法。1. A method of assembling a wall formwork in a reinforced concrete building, wherein a plurality of flat formwork plates are connected via a thin plate-like joint member.
材を設けたものである請求項１記載の壁型枠の構築方
法。2. The method according to claim 1, wherein the joint member is provided with a height adjusting member at a lower end.
さ方向に長さ調節可能に連結したものである請求項１記
載の壁型枠の構築方法。3. The method according to claim 1, wherein the joint member is formed by connecting a plurality of plates so as to be adjustable in length in a height direction.
を備えた底板に該平板状型枠板の両面を挟み込む２つの
支持板を立設した支持部材で固定するものである請求項
１記載の壁型枠の構築方法。4. A flat form plate is fixed to a bottom plate provided with a fixing portion for fixing to a floor surface by a support member having two support plates standing upright on both sides of the flat form plate. A method for constructing a wall form according to claim 1.
ーナー部の型枠を組み立てる方法であって、コーナー部
に配した角材に、薄板状のコーナージョイント部材の本
体の側端部を鉛直方向に折曲して形成した角材連結部を
連結すると共に、該本体に平板状型枠板を連結すること
を特徴とする壁型枠の構築方法。5. A method for assembling a formwork of a corner portion of a wall surface in a reinforced concrete building, wherein a side end portion of a main body of a thin plate-shaped corner joint member is bent in a vertical direction on a square member arranged in the corner portion. A method of constructing a wall formwork, comprising connecting a formed frame connection part and connecting a flat form plate to the main body.
さ調節部材を設けたものである請求項５記載の壁型枠の
構築方法。6. The method according to claim 5, wherein the corner joint member is provided with a height adjusting member at a lower end.
ナープレートを高さ方向に長さ調節可能に連結したもの
である請求項５記載の壁型枠の構築方法。7. The method according to claim 5, wherein the corner joint member is formed by connecting a plurality of corner plates so as to be adjustable in length in a height direction.
を備えた底板に該平板状型枠板の両面を挟み込む２つの
支持板を立設した支持部材で固定するものである請求項
５記載の壁型枠の構築方法。8. The flat form plate is fixed to a bottom plate having a fixing portion to be fixed to a floor surface by a support member having two support plates vertically interposed between both sides of the flat form plate. A method for constructing a wall form according to claim 5.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11181628A JP2001012078A (en) | 1999-06-28 | 1999-06-28 | Construction method of wall form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11181628A JP2001012078A (en) | 1999-06-28 | 1999-06-28 | Construction method of wall form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2001012078A true JP2001012078A (en) | 2001-01-16 |
Family
ID=16104109
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11181628A Pending JP2001012078A (en) | 1999-06-28 | 1999-06-28 | Construction method of wall form |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2001012078A (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104164967A (en) * | 2014-04-11 | 2014-11-26 | 中国水利水电第十一工程局有限公司 | Fair-faced concrete formwork construction technology |
| CN105625708A (en) * | 2015-12-31 | 2016-06-01 | 云南建工建材科技有限责任公司 | Aluminum wood composite formwork system for buildings |
| CN110593552A (en) * | 2019-08-30 | 2019-12-20 | 北京建筑大学 | Template of decorative rammed earth wall, manufacturing method and connecting method of template and wall |
-
1999
- 1999-06-28 JP JP11181628A patent/JP2001012078A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104164967A (en) * | 2014-04-11 | 2014-11-26 | 中国水利水电第十一工程局有限公司 | Fair-faced concrete formwork construction technology |
| CN104164967B (en) * | 2014-04-11 | 2016-06-22 | 中国水利水电第十一工程局有限公司 | A kind of Shimizu concrete template construction technology |
| CN105625708A (en) * | 2015-12-31 | 2016-06-01 | 云南建工建材科技有限责任公司 | Aluminum wood composite formwork system for buildings |
| CN110593552A (en) * | 2019-08-30 | 2019-12-20 | 北京建筑大学 | Template of decorative rammed earth wall, manufacturing method and connecting method of template and wall |
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