JPH05156804A - Independent columnar formwork assembling method - Google Patents
Independent columnar formwork assembling methodInfo
- Publication number
- JPH05156804A JPH05156804A JP31822591A JP31822591A JPH05156804A JP H05156804 A JPH05156804 A JP H05156804A JP 31822591 A JP31822591 A JP 31822591A JP 31822591 A JP31822591 A JP 31822591A JP H05156804 A JPH05156804 A JP H05156804A
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- fixing
- corner
- frame
- fixed
- 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.)
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Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は、土木建築工事における
コンクリート構造物である独立柱を施工する際に使用さ
れる独立柱型枠組立工法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for assembling an independent column formwork used when constructing an independent column which is a concrete structure in civil engineering and construction work.
【０００２】[0002]
【従来の技術】従来独立柱は、合板製の型枠を使用し、
図６の正面図及び図７の平面図にて示す工法により型枠
を組み立て、コンクリートを打設している。2. Description of the Related Art Conventionally, independent columns use a plywood formwork,
The mold is assembled by the construction method shown in the front view of FIG. 6 and the plan view of FIG. 7, and concrete is poured.
【０００３】先ず、柱の主鉄筋１が配置された床４の部
分の周囲に、下ごしらえの台座（桟木）２を敷く。この
台座２は釘３により床４に固定する。そして、この台座
２の上に合板型枠５（５ａ，５ｂ，５ｃ，５ｄ）を組み
立てる。First, a pedestal (pier) 2 is prepared around the floor 4 where the main reinforcing bars 1 of the pillars are arranged. The pedestal 2 is fixed to the floor 4 with nails 3. Then, the plywood form 5 (5a, 5b, 5c, 5d) is assembled on the pedestal 2.
【０００４】先ず、定尺の１個の合板型枠５ａを独立柱
の一辺に支え棒６を使用して仮立てし、次いで、この型
枠５ａの隣辺側の合板型枠５ｂを横付けし、釘７で両者
の辺部を相互に固定する。次いで、この型枠５ａ，５ｂ
の相互間にピーコン９を介装し、このピーコン９にセパ
レータと称される連結棒８をねじ込む。First, one plywood frame 5a of a fixed length is temporarily set up on one side of an independent column by using a supporting rod 6, and then a plywood frame 5b on the side adjacent to this frame 5a is horizontally mounted. , Both sides are fixed to each other with the nail 7. Then, the formwork 5a, 5b
A pecon 9 is interposed between the two, and a connecting rod 8 called a separator is screwed into the pecon 9.
【０００５】その後、型枠５ａ，５ｂに隣接する型枠５
ｃ，５ｄを夫々個別に立ち上げ、各型枠の枠体の相互間
にピーコン９を配置し、連結棒８をピーコン９にねじ込
んで、対向する型枠間を連結棒８により連結しつつ、隣
接する型枠間を釘により固定する。After that, the mold 5 adjacent to the molds 5a and 5b
c and 5d are individually started up, the pecon 9 is arranged between the frame bodies of the respective formwork, the connecting rod 8 is screwed into the pecon 9, and while the opposing formwork is connected by the connecting rod 8, Fix the adjacent formwork with nails.
【０００６】次いで、直角定規１０を利用して、型枠５
ａ〜５ｄ間の直角度を調整する。その後、合板型枠５ａ
〜５ｄの外側にコンクリート打設時の圧力に耐えること
ができるように、垂直方向に延びる内端太１２ａ〜１２
ｄをあてがい、その外側に水平方向に延びる外端太１３
ａ〜１３ｄを配置する。そして、フォームタイ１４をピ
ーコン９のネジ部にねじ込んでフォームタイ１４により
外端太１３ａ〜１３ｄを緊締して、これらの部材を固定
する。次いで、コンクリートを型枠５ａ〜５ｄに囲まれ
た空間に打設する。Next, using the right angle ruler 10, the form 5
Adjust the squareness between a and 5d. After that, plywood form 5a
~ 5d inner end thickness 12a ~ 12 extending vertically so that it can withstand the pressure at the time of placing concrete
Applying d, and the outer edge thickness 13 that extends horizontally to the outside
Arrange a to 13d. Then, the foam tie 14 is screwed into the threaded portion of the PC 10 and the outer ties 13a to 13d are tightened by the foam tie 14 to fix these members. Next, concrete is poured into the space surrounded by the molds 5a to 5d.
【０００７】[0007]
【発明が解決しようとする課題】しかしながら、合板型
枠は剛性が小さいため、コンクリートの静水圧に耐える
ための強度が不足する。このため、垂直方向及び水平方
向に延びる内端太１２ａ〜１２ｄ及び外端太１３ａ〜１
３ｄで型枠５ａ〜５ｄを補強する必要がある。このた
め、型枠の組み立て工程が繁雑であり、作業性が悪い。
また、コーナー部の直角度を出すために、直角定規を使
用して、このコーナー部が直角になるように、型枠相互
間の配置関係を調整する必要がある。この直角度の確認
及び補正作業が繁雑であり、作業性が悪い。However, since the plywood formwork has low rigidity, the strength for withstanding the hydrostatic pressure of concrete is insufficient. Therefore, the inner end thicknesses 12a to 12d and the outer end thicknesses 13a to 1 extending vertically and horizontally.
It is necessary to reinforce the molds 5a to 5d with 3d. Therefore, the process of assembling the formwork is complicated and the workability is poor.
Further, in order to obtain the squareness of the corner portion, it is necessary to use a right-angle ruler and adjust the positional relationship between the molds so that the corner portion becomes a right angle. The work of checking and correcting the squareness is complicated and the workability is poor.
【０００８】本発明はかかる問題点に鑑みてなされたも
のであて、内端太及び外端太を必要とせず、また、コー
ナー部の直角度の確認作業が不要となる作業性に優れた
独立柱型枠組立工法を提供することを目的とする。The present invention has been made in view of the above problems, and does not require an inner thickness and an outer thickness, and is independent with excellent workability that does not require the work of confirming the squareness of a corner portion. The object is to provide a pillar formwork assembly method.
【０００９】[0009]
【課題を解決するための手段】本発明に係る独立柱型枠
組立工法は、枠体に連結孔が設けられて独立柱の辺部に
あてがわれる金属製辺部型枠と、枠体に連結孔が設けら
れ独立柱のコーナー部にあてがわれる金属製コーナー部
型枠と、めねじ及び連結孔を設けた固定金具と、両端部
に前記めねじに螺合するネジ部を設けた連結棒とを使用
し、床上で１個の辺部型枠と１個のコーナー部型枠とを
その枠体間に固定金具を配置した後、前記連結孔にクリ
ップを挿入して連結し、これを立ち上げた後、隣接する
辺部型枠又はコーナー部型枠をその枠体間に固定金具を
配置しつつ、クリップを前記連結孔に挿通することによ
り相互に連結固定し、この間前記連結棒を対向する対と
なる固定金具に螺合させてこれらの固定金具間を連結す
ることを特徴とする。SUMMARY OF THE INVENTION A method for assembling an independent pillar formwork according to the present invention comprises a metal side part formwork provided with a connecting hole in a frame body and applied to a side part of an independent pillar, and a frame body. Metal corner formwork with connecting holes, which is applied to the corners of the independent pillars, fixing metal fittings with female screws and connecting holes, and connecting parts with screw parts that screw into the female screws at both ends After using a rod and a fixing metal fitting between one side mold and one corner mold on the floor between the frame bodies, a clip is inserted into the connecting hole to connect them. After starting up, the adjacent side molds or corner molds are connected and fixed to each other by inserting the clips into the connecting holes while arranging the fixing metal fittings between the frame bodies, while the connecting rods are connected. Characterized in that the fixing metal fittings are screwed into the pair of fixing metal fittings facing each other to connect between these fixing metal fittings. .
【００１０】[0010]
【作用】本発明においては、型枠自体を金属製とする。
これは、コンクリート打設時の静水圧（側圧荷重）を面
板で受け、これを中桟を介して周辺の枠体で受け、耐え
られる型枠構造にするためである。そして、型枠同士は
その周辺部の枠体同士を連結孔を介してクリップにより
固定する。この場合に、枠体間に固定金具を配置し、枠
体間をクリップにより固定する際に、前記固定金具も同
時に枠体間に固定する。そして、連結棒を固定金具にね
じ込むことにより、対向する型枠間を固定金具により連
結する。In the present invention, the mold itself is made of metal.
This is because the face plate receives the hydrostatic pressure (side pressure load) at the time of pouring the concrete, and the surrounding frame body receives it through the middle crosspiece, so that the formwork structure can withstand. Then, the molds are fixed to each other by a clip via the connecting holes between the frame bodies in the peripheral portions thereof. In this case, when the fixing metal fittings are arranged between the frame bodies and the frame bodies are fixed by the clips, the fixing metal fittings are also fixed between the frame bodies at the same time. Then, the connecting rods are screwed into the fixing fittings to connect the facing molds with each other by the fixing fittings.
【００１１】これらにより、型枠全体の剛性が向上し、
内端太及び外端太が不要である。このため、組立、解体
及び運搬の手間を省力化することができる。また、直角
に成形したコーナー型枠を使用するので、直角度を調整
する必要がない。そして、型枠同士は、クリップにより
固定できるでの、簡便に組み立てることができる。更
に、金属製の型枠を使用するので、その強度が高く目違
いが発生しにくく、コンクリート表面の粗度が向上し平
坦になる。As a result, the rigidity of the entire mold is improved,
The inner edge and the outer edge are unnecessary. Therefore, labor for assembling, disassembling, and carrying can be saved. Further, since the corner formwork formed at right angles is used, it is not necessary to adjust the squareness. Since the molds can be fixed to each other with a clip, they can be easily assembled. Furthermore, since a metal mold is used, its strength is high and it is difficult for misalignment to occur, and the roughness of the concrete surface is improved and it becomes flat.
【００１２】[0012]
【実施例】以下、本発明の実施例について添付の図面を
参照して具体的に説明する。図１は本発明の実施例方法
により、組み立てられた独立枠柱型枠を示す図、図２は
同じくその平面断面図である。Embodiments of the present invention will be specifically described below with reference to the accompanying drawings. FIG. 1 is a view showing an independent frame pillar formwork assembled by the embodiment method of the present invention, and FIG. 2 is a plan sectional view of the same.
【００１３】本実施例においては、独立柱の辺部用型枠
２６ａ〜２６ｄと、コーナー部用枠２５ａ〜２５ｂとを
使用する。この辺部用型枠２６ａは、その平面断面図で
ある図３に示すように、平板状をなし柱面にあてがわれ
るパネル部４２と、このパネル部４２の両側縁部にパネ
ル部４２に直角に設けられた枠部４０と、この枠部４０
間を連絡する桟部４１とを有する。そして、枠部４０に
は図５に示すように連結孔４６が複数個設けられてお
り、この連結孔４６を整合する位置の枠部４０の外面に
は、固定受け金具５０の帯状部５１を受け入れ可能の切
欠４７が形成されている。他の型枠２６ｂ〜２６ｃも型
枠２６ａと同様の構造を有する。In the present embodiment, the side part molds 26a to 26d of the independent columns and the corner part frames 25a to 25b are used. As shown in FIG. 3, which is a plan sectional view, the side frame 26a has a panel portion 42 having a flat plate shape and applied to a column surface, and both side edges of the panel portion 42 are perpendicular to the panel portion 42. And a frame portion 40 provided on the
It has a cross section 41 for connecting the two. Further, as shown in FIG. 5, the frame portion 40 is provided with a plurality of connecting holes 46, and the band-shaped portion 51 of the fixed metal fitting 50 is provided on the outer surface of the frame portion 40 at the position where the connecting holes 46 are aligned. An acceptable cutout 47 is formed. The other molds 26b to 26c also have the same structure as the mold 26a.
【００１４】コーナー部用型枠２５ａは、図４に示すよ
うに、Ｌ字状をなし、柱のコーナー部にあてがわれるパ
ネル部４５と、このパネル部４５の両端縁部にパネル部
４５に直角に設けられた枠部４３と、パネル部４５及び
枠部４３に直交する桟部４４とを有する。そして、枠部
４３には、図５に示すように、連結孔４８及び帯状部５
１の収納用の切欠４９が形成されている。他の型枠２５
ｂ〜２５ｄも型枠２５ａと同様の構造を有する。これら
の型枠２５ａ〜２５ｄ及び型枠２６ａ〜２６ｄはアルミ
ニウム合金等の金属で成形されている。As shown in FIG. 4, the corner part frame 25a has an L-shape, and has a panel part 45 applied to the corner part of the pillar, and a panel part 45 at both end edges of the panel part 45. It has a frame portion 43 provided at a right angle, and a cross-section portion 44 orthogonal to the panel portion 45 and the frame portion 43. Then, in the frame portion 43, as shown in FIG.
A notch 49 for storing 1 is formed. Other formwork 25
b to 25d also have the same structure as the form 25a. The molds 25a to 25d and the molds 26a to 26d are made of metal such as aluminum alloy.
【００１５】固定受け金具５０は、枠部４７，４３間に
挟めれて固定される帯状部５１と、この帯状部５１と一
体成形されたネジ部５５と、このネジ部５５に被冠され
る樹脂製のキャップ５３とを有する。そして、連結棒５
４はその両端部にネジが形成されており、このネジが固
定受け金具５０のネジ部５５に螺合されて対向する型枠
間に架け渡され、コンクリート内に埋め込まれるもので
ある。The fixing metal fitting 50 is covered with a strip-shaped portion 51 sandwiched between the frame portions 47 and 43 and fixed, a screw portion 55 integrally formed with the strip-shaped portion 51, and the screw portion 55. And a resin cap 53. And the connecting rod 5
Reference numeral 4 denotes a screw formed at both ends thereof. The screw is screwed into the screw portion 55 of the fixed receiving metal fitting 50, bridged between the opposite molds, and embedded in the concrete.
【００１６】固定受け金具５０の帯状部５１は、型枠２
６ａの枠部４０と型枠２５ａの枠部４３との間に、切欠
部４７，４９間に収まれて挟まれ、連結孔４６，５２，
４８に、Ｕクリップ５６の軸部を挿入し、Ｕクリップ５
６のＵ字部を回転させて、枠部４０，４３に嵌め込むこ
とにより、型枠２６ａ，２５ａの連結固定と同時に、型
枠２６ａ，２５ａ間に固定される。The strip-shaped portion 51 of the fixed receiving metal fitting 50 is formed by the mold 2
Between the frame part 40 of 6a and the frame part 43 of the form 25a, it is enclosed and sandwiched between the notches 47 and 49, and the connecting holes 46 and 52,
Insert the shaft part of U clip 56 into 48, and
By rotating the U-shaped part of 6 and fitting it in the frame parts 40 and 43, it is fixed between the form frames 26a and 25a at the same time as the form frames 26a and 25a are connected and fixed.
【００１７】次に、このように構成される各部材を使用
して独立柱用の型枠を組み立てる方法について説明す
る。先ず、図１に示すように、独立柱の主鉄筋１を床４
上に配置した後、桟木（固定用金物）２を床面上の所定
位置に設置し、釘３により桟木２を床４に固定する。Next, a method of assembling a form for an independent column by using each member thus constructed will be described. First, as shown in FIG. 1, the main rebar 1 of the independent pillar is attached to the floor 4
After arranging it on the top, the pier (fixing hardware) 2 is installed at a predetermined position on the floor surface, and the pier 2 is fixed to the floor 4 by the nail 3.
【００１８】その後、コーナー用の型枠２５ａと、隣接
する辺用の型枠２６ａとを、床上で、図５に示すように
して、固定受け金具５０を枠部４０，４３間に挟んでＵ
クリップ５６により連結することにより、組み立てる。After that, the corner formwork 25a and the adjacent side formwork 26a are placed on the floor as shown in FIG.
Assemble by connecting with the clip 56.
【００１９】このようにして、型枠２６ａと型枠２５ａ
とを組み立てた後、これを立ち上げて桟木２上に添え置
く。次いで、隣接の辺用型枠２６ｂを立ち上げて桟木２
上に置き、型枠２６ｂと既に立ち上げてある型枠２５ａ
とを、図５に示すようにして固定受け金具５０を間に挟
んで固定する。In this way, the form 26a and the form 25a are formed.
After assembling and, stand up and put it on the pier 2. Next, the adjacent side frame 26b is raised to raise the pier 2
Placed on top, form 26b and form 25a already up
And are fixed by sandwiching the fixing bracket 50 as shown in FIG.
【００２０】その後、コーナー用型枠２５ｂ，２５ｃを
桟木２上に立ち上げて、これらの型枠２５ｂ，２５ｃ
を、その間に固定受け金具５０を固定しつつ、夫々辺用
型枠２６ｂ，２６ａにＵクリップ５６により連結固定す
る。次いで、連結棒５４を型枠２５ｃ，２６ａ，２５
ａ，２６ｂ，２５ｂに既に取付けられている固定受け金
具５０のネジ部５５にねじ込む。これにより、全ての連
結棒５４が固定受け金具５０に片持梁りの状態で取り付
けられる。その後、連結棒５４の他端のネジ部に固定受
け金具５０を螺合し、連結棒５４の他端に固定受け金具
５０を取り付ける。次いで、他の辺用型枠２６ｃ，２６
ｄを桟木２上に立ち上げ、片持梁り状に配置されている
連結棒５４の他端に取り付けられている固定受け金具５
０の帯状部５１を枠部間に挟み込んで、これらの型枠２
６ｃ，２６ｄを夫々コーナー用型枠２５ｃ，２５ｂにＵ
クリップ５６により連結固定する。同様にして、最後に
コーナー用型枠２５ｄを立ち上げ、固定受け金具５０を
間に固定してこの型枠２５ｄを型枠２６ｃ，２６ｄに固
定する。このようにして、独立柱の型枠の組立が完成す
る。After that, the corner molds 25b and 25c are raised on the pier 2, and the molds 25b and 25c are formed.
While fixing the fixed receiving metal fitting 50 between them, they are connected and fixed to the side molds 26b and 26a by the U clip 56, respectively. Next, the connecting rod 54 is attached to the formwork 25c, 26a, 25.
It is screwed into the threaded portion 55 of the fixing bracket 50 already attached to a, 26b, 25b. As a result, all the connecting rods 54 are attached to the fixed receiving fitting 50 in a cantilevered state. After that, the fixed receiving metal fitting 50 is screwed into the threaded portion at the other end of the connecting rod 54, and the fixed receiving metal fitting 50 is attached to the other end of the connecting rod 54. Then, the other side molds 26c, 26
The fixed bracket 5 attached to the other end of the connecting rod 54 arranged in a cantilever shape by standing up d on the pier 2.
By sandwiching the strip-shaped portion 51 of 0 between the frame portions,
U 6c and 26d on corner molds 25c and 25b, respectively.
The clip 56 is connected and fixed. Similarly, the corner mold 25d is finally raised, and the fixing bracket 50 is fixed between them to fix the mold 25d to the molds 26c and 26d. In this way, the assembly of the independent pillar formwork is completed.
【００２１】次いで、型枠に囲まれた空間にコンクリー
トを打ち込み、独立柱が施設される。この場合に、対向
する型枠間は連結棒により固定されているので、コンク
リートの静水圧により型枠が歪むことはない。打設後の
型枠は、Ｕクリップ５６を外すことにより、容易に解体
することができる。また、固定受け金具５０の帯状部５
１を回転することにより、連結棒５４から外すことがで
きるので、再使用が可能である。Next, concrete is poured into the space surrounded by the formwork, and independent columns are installed. In this case, since the molds facing each other are fixed by the connecting rod, the molds are not distorted by the hydrostatic pressure of the concrete. The formwork after placement can be easily disassembled by removing the U clip 56. In addition, the strip-shaped portion 5 of the fixed receiving bracket 50
It can be reused because it can be detached from the connecting rod 54 by rotating 1.
【００２２】[0022]
【発明の効果】本発明によれば、型枠をアルミニウム等
の金属で成形したのは、静水圧の荷重伝達を力学的に分
布させ、応力集中をさける構成としたためであり、更に
荷重に耐える各部材の断面算定と接合により、剛性が高
まり、従来の垂直方向及び水平方向に延びる内端太及び
外端太を配置し、補強する作業が不要である。このた
め、使用する材料のコストが減少すると共に、組立、解
体及び運搬に必要な作業が不要になり、省略化ができ
る。また、コーナー部には専用の型枠を使用するので、
直角度を出すための作業が不要であり、角締め部材も不
要になる。更に、型枠同士の連結固定は、型枠自体に設
けた枠部の連結孔を介してクリップにより行うことがで
きるので、型枠の組立作業が容易である。更にまた、型
枠が金属製であり、この型枠をクリップにより機械的に
接合固定するので型枠の強度が高く、目違い等が発生し
ないと共に、コンクリートの表面粗度が低く、平滑性が
優れた独立柱が得られる。According to the present invention, the mold is formed of a metal such as aluminum because the hydrostatic load transmission is mechanically distributed to avoid stress concentration, and the load is further tolerated. By calculating and joining the cross-sections of each member, the rigidity is increased, and it is not necessary to arrange and reinforce the conventional inner and outer thicknesses that extend vertically and horizontally. Therefore, the cost of materials used is reduced, and the work required for assembling, disassembling, and transporting is not necessary, and can be omitted. Also, because a dedicated formwork is used for the corner part,
There is no need for work to obtain a right angle, and a corner tightening member is also unnecessary. Further, since the molds can be connected and fixed to each other with a clip through the connecting hole of the frame provided in the mold itself, the work of assembling the molds is easy. Furthermore, the formwork is made of metal, and the formwork is mechanically joined and fixed by clips, so the formwork strength is high, no misalignment occurs, the surface roughness of concrete is low, and the smoothness is low. An excellent independent pillar is obtained.
【図１】本発明の実施例方法を示す正面断面図である。FIG. 1 is a front sectional view showing an embodiment method of the present invention.
【図２】同じくその平面断面図である。FIG. 2 is a plan sectional view of the same.
【図３】辺用型枠の形状を示す断面図である。FIG. 3 is a cross-sectional view showing a shape of a side frame.
【図４】コーナー用型枠の形状を示す断面図である。FIG. 4 is a cross-sectional view showing the shape of a corner mold.
【図５】型枠の固定方法を示す斜視図である。FIG. 5 is a perspective view showing a method of fixing the formwork.
【図６】従来の組立方法を示す正面断面図である。FIG. 6 is a front sectional view showing a conventional assembling method.
【図７】同じくその平面断面図である。FIG. 7 is a plan sectional view of the same.
２５ａ〜２５ｄ；コーナー用型枠 ２６ａ〜２６ｄ；辺用型枠 ４０，４３；枠部 ４１，４４；桟部 ４２，４５；パネル部 ４６，４８，５２；連結孔 ５０；固定受け金具 ５１；帯状部 ５３；キャップ ５４；連結棒 ５５；ネジ部 ５６；Ｕクリップ 25a to 25d; corner molds 26a to 26d; side molds 40 and 43; frame parts 41 and 44; cross bar parts 42 and 45; panel parts 46, 48 and 52; connecting holes 50; fixed brackets 51; strips Part 53; cap 54; connecting rod 55; screw part 56; U clip
───────────────────────────────────────────────────── フロントページの続き (72)発明者 牟田神西 誠 大阪府大阪市西区阿波座１丁目３番15号 鹿島建設株式会社大阪支店内 (72)発明者 田中 勝己 東京都足立区東伊興町33−10 (72)発明者 谷本 博 愛知県名古屋市東区砂田橋２−１ 矢田川 パークハウスＣ−1411 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Makoto Kansai Makoto Awaza 1-3-3, Nishi-ku, Osaka City, Osaka Prefecture Kashima Construction Co., Ltd. Osaka Branch (72) Inventor Katsumi Tanaka 33-10 Higashiiiko-cho, Adachi-ku, Tokyo (72) Inventor Hiroshi Tanimoto 2-1 Sunadabashi, Higashi-ku, Nagoya, Aichi Yatagawa Park House C-1411
Claims (1)
にあてがわれる金属製辺部型枠と、枠体に連結孔が設け
られ独立柱のコーナー部にあてがわれる金属製コーナー
部型枠と、めねじ及び連結孔を設けた固定金具と、両端
部に前記めねじに螺合するネジ部を設けた連結棒とを使
用し、床上で１個の辺部型枠と１個のコーナー部型枠と
をその枠体間に固定金具を配置した後、前記連結孔にク
リップを挿入して連結し、これを立ち上げた後、隣接す
る辺部型枠又はコーナー部型枠をその枠体間に固定金具
を配置しつつ、クリップを前記連結孔に挿通することに
より相互に連結固定し、この間前記連結棒を対向する対
となる固定金具に螺合させてこれらの固定金具間を連結
することを特徴とする独立柱型枠組立工法。1. A side frame made of metal, which is provided with a connecting hole in a frame body and is applied to a side part of an independent column, and a metal part, which is provided with a connecting hole in a frame body and is applied to a corner part of an independent column. A corner part formwork, a fixing metal fitting provided with a female screw and a connecting hole, and a connecting rod provided with a screw part that is screwed into the female screw at both ends are used to form one side part formwork on the floor. After arranging a fixing metal fitting between one corner part formwork and its frame body, inserting a clip into the connecting hole to connect the two, and then starting this up, and then adjoining side part formwork or corner part formwork While the frame is provided with fixing metal fittings between the frame bodies, the clips are connected and fixed to each other by inserting the clips into the connecting holes, and during this time, the connecting rods are screwed into the opposed fixing metal fittings to fix them. An independent pillar formwork assembly method characterized by connecting metal fittings.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31822591A JPH05156804A (en) | 1991-12-02 | 1991-12-02 | Independent columnar formwork assembling method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31822591A JPH05156804A (en) | 1991-12-02 | 1991-12-02 | Independent columnar formwork assembling method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH05156804A true JPH05156804A (en) | 1993-06-22 |
Family
ID=18096828
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP31822591A Pending JPH05156804A (en) | 1991-12-02 | 1991-12-02 | Independent columnar formwork assembling method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH05156804A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009097274A (en) * | 2007-10-18 | 2009-05-07 | Ohbayashi Corp | Column construction method and column form unit |
| CN102877643A (en) * | 2012-10-19 | 2013-01-16 | 天津住宅集团建设工程总承包有限公司 | Pillar plastic formwork construction method for buildings |
| CN106988530A (en) * | 2017-04-25 | 2017-07-28 | 中国五冶集团有限公司 | Waterstop pours device |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS506660U (en) * | 1973-05-16 | 1975-01-23 | ||
| JPS6490365A (en) * | 1987-09-30 | 1989-04-06 | Tokyu Kensetsu Kk | Pillar retaining mold apparatus |
-
1991
- 1991-12-02 JP JP31822591A patent/JPH05156804A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS506660U (en) * | 1973-05-16 | 1975-01-23 | ||
| JPS6490365A (en) * | 1987-09-30 | 1989-04-06 | Tokyu Kensetsu Kk | Pillar retaining mold apparatus |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009097274A (en) * | 2007-10-18 | 2009-05-07 | Ohbayashi Corp | Column construction method and column form unit |
| CN102877643A (en) * | 2012-10-19 | 2013-01-16 | 天津住宅集团建设工程总承包有限公司 | Pillar plastic formwork construction method for buildings |
| CN106988530A (en) * | 2017-04-25 | 2017-07-28 | 中国五冶集团有限公司 | Waterstop pours device |
| CN106988530B (en) * | 2017-04-25 | 2019-10-18 | 中国五冶集团有限公司 | Waterstop pours device |
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