JPH02147770A - Mounting structure of form column - Google Patents

Mounting structure of form column

Info

Publication number
JPH02147770A
JPH02147770A JP30009788A JP30009788A JPH02147770A JP H02147770 A JPH02147770 A JP H02147770A JP 30009788 A JP30009788 A JP 30009788A JP 30009788 A JP30009788 A JP 30009788A JP H02147770 A JPH02147770 A JP H02147770A
Authority
JP
Japan
Prior art keywords
fitting
column
base
hole
fitting hole
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
Application number
JP30009788A
Other languages
Japanese (ja)
Inventor
Nobuyuki Kuroyanagi
信之 黒柳
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.)
National House Industrial Co Ltd
Original Assignee
National House Industrial 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 National House Industrial Co Ltd filed Critical National House Industrial Co Ltd
Priority to JP30009788A priority Critical patent/JPH02147770A/en
Publication of JPH02147770A publication Critical patent/JPH02147770A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To make height positioning for a column performable by attaching a base bracket with an insert hole solidly to a base reinforcement, and erecting the column after mounting an adjusting plate with a fitting hole, on this base bracket free of detachment. CONSTITUTION:A base bracket 7 provided with a circular insert hole 8 projectingly on the top surface is solidly installed in a corner base reinforcement of a base reinforcement 6. Next, an adjusting plate 36 with a proper circular fitting hole 35 is mounted on the base bracket 7 free of detachment so as to make the fitting hole 35 and the insert hole 8 congruous with each other. Then, an inverted truncated conic connector 11 is inserted into the fitting hole 35 of the adjusting plate 36 free of extraction. In succession, a flange 12 and another flange 13 at an upper end of the connector 11 are superposed on each other, connecting them together with a bolt-nut 34, and a column 2 is erected on this connector 11. With this constitution, column height is optionally adjustable by only mounting a proper adjusting plate in selection.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は型枠を支持する支柱をフーチング部上に取り付
ける構造に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a structure for attaching a column supporting a formwork onto a footing.

[従来の技術] 従来のメツシュ型枠にあっては、一対のメツシュ板を相
対向するように配置し、メツシュ板の相対向する内面側
に立設された支柱部材にメツシュ板を固定し、メツシュ
板の上端に沿って配置した天端定規材を支柱部材の上端
に取着し、一対の天端定規材を間隔保持材にて連結して
組み立てていた。
[Prior Art] In a conventional mesh formwork, a pair of mesh plates are arranged so as to face each other, and the mesh plates are fixed to support members erected on the opposing inner surfaces of the mesh plates. The top ruler placed along the upper edge of the mesh board was attached to the upper end of the support member, and the pair of top rulers were connected with a spacing member for assembly.

[発明が解決しようとする課題] ところがかかる従来例にあっては、メツシュ板の内面側
に立設された支柱部材にメツシュ板を固定してメツシュ
板を保持しており、コンクリートを打設したときコンク
リート内に支柱部材が埋設されてしまうため支柱部材を
再度使用できず、部材の無駄が多いという問題がある。
[Problems to be Solved by the Invention] However, in such a conventional example, the mesh plate is held by being fixed to a support member erected on the inner surface of the mesh plate, and the mesh plate is held by the support member installed on the inner surface of the mesh plate. In this case, the prop members are buried in the concrete, so the prop members cannot be used again, and there is a problem in that there is a lot of wastage of the members.

この問題をなくすためにはメツシュ板の外側に支柱を立
設することが考えられるが、メツシュ板の外側の下方に
はフーチング部があり、支柱を立設する場合フーチング
部に配置した土台金具の上に支柱の下端を載設して立設
される。このため土台金具の高さと支柱の高さとで支柱
の上端の^さが一義的に決められてしまい任意の高さで
支柱を立設できないという問題があった。
In order to eliminate this problem, it is conceivable to erect a support on the outside of the mesh board, but there is a footing below the outside of the mesh board, and when the support is erected, the base metal fittings placed on the footing. It is erected by placing the lower end of the support on top. For this reason, the top end of the support is uniquely determined by the height of the base metal fittings and the height of the support, resulting in the problem that the support cannot be erected at an arbitrary height.

本発明は叙述の点に鑑みてなされたものであって、本発
明の目的とするところは支柱の高さ位置を任意にll!
整できる型枠の支柱の取り付け構造を提供するにある。
The present invention has been made in view of the above points, and an object of the present invention is to set the height position of the support column arbitrarily!
The purpose of the present invention is to provide a formwork support mounting structure that can be adjusted.

[ff題を解決するための手段] 上記目的を達成するため本発明型枠の支柱の取り付け構
造は、フーチング部の骨組みとなるベース筋6に土台金
i4ニアを一体に取着し、土台金具7の上面に挿通孔8
を設けると共に適当な円形の嵌合孔35を有するpI整
プレート36を嵌合孔35と挿通孔8とが合致するよう
に土台會i4ニア上に着脱自在に載置し、支柱2の下部
に設けた逆円錐台状の嵌合部9を上記嵌合孔35に嵌合
することにより支柱2を立設して成ることを特徴とする
ものである。
[Means for solving the ff problem] In order to achieve the above object, the structure for attaching the supports of the formwork of the present invention is such that the base metal i4 nia is integrally attached to the base reinforcement 6 that forms the frame of the footing part, and the base metal Insertion hole 8 on the top surface of 7
A pI adjustment plate 36 having a suitable circular fitting hole 35 is removably placed on the base i4 nia so that the fitting hole 35 and the insertion hole 8 match, and a This is characterized in that the support 2 is erected by fitting the provided fitting portion 9 in the shape of an inverted truncated cone into the fitting hole 35.

[作用] 土台金具7の挿通孔8及び調整プレート36の嵌合孔3
5に支柱2の嵌合部9を嵌合することにより支柱2を確
実に立設でき、また異なる径の嵌合孔35を有する′I
t4整プレート36を用意しておいて任意のものを選ぶ
ことにより嵌合部9の嵌合孔35に対する嵌合深さを変
えることができて支柱2の高さを任意に調整できる。
[Function] Insertion hole 8 of base metal fitting 7 and fitting hole 3 of adjustment plate 36
By fitting the fitting part 9 of the column 2 into the column 5, the column 2 can be reliably erected.
By preparing the t4 adjusting plate 36 and selecting an arbitrary one, the depth of fitting of the fitting portion 9 into the fitting hole 35 can be changed, and the height of the support column 2 can be adjusted arbitrarily.

[実施例] ベース筋6は直線ベース筋6 aとコーナーベース筋6
bとで構成されており、第6図(a)に示すように基礎
を施工する地面に並べて配置しである。
[Example] The base muscles 6 are a straight base muscle 6 a and a corner base muscle 6
b, which are arranged side by side on the ground where the foundation will be constructed, as shown in Figure 6(a).

コーナ一部に配置されるコーナーベース筋6bにはtI
IJ3図に示すように4つの土台金具7を一体に設けて
あり、土台金具7を地面に載置してコーナーベース筋6
bを地面に対して浮かせてあり、直線ベース筋6aの端
部なコーナーベース筋6bに連結することにより直線ベ
ース筋6aも地面に対して浮かせである。各土台金具7
の上面には円形の挿通孔8を穿設しである。調整プレー
ト36は土台金具7の上面に載置できる矩形状の板材で
あって、第4図に示すように中央に円形の嵌合孔35を
穿設しである。この調整プレート36は異なる径の嵌合
孔35を穿設した複数種のものが用意しである。適宜の
径の嵌合孔35を有する調整プレート36を選んで土台
金具7上に載置できるようになっている。上記土台金具
7の挿通孔8は嵌合孔35の径にくらべて大きな径にし
である。ベース筋6の直線ベース筋6aとコーナーベー
ス筋6b上には第6図(b)に示すように主鉄筋10が
一体に立設される。支柱2は本実施例の場合下端に連結
共11を設けて形成され、7ランジ12.13をボルト
、ナツト34にて締結して一体化しである。この連結共
11には逆円錐台状の嵌合部9を設けである。この支柱
2が第6図(e)に示すように土台金具7上に立設され
る。支柱2を立設するとき連結共11の嵌合部9が調整
プレート36の嵌合孔35に嵌合され、支柱2が上方に
抜き取り自在になっている。支柱2の尚さを14gする
場合、複数種の調整プレート36から適宜の嵌合孔35
を有するものを選び、嵌合孔35に対する嵌合部9の嵌
合深さを調整して支柱2の高さをll!整する。
The corner base muscle 6b placed in a part of the corner has tI
As shown in Fig. IJ3, four base metal fittings 7 are installed in one piece, and the corner base reinforcement 6 is installed by placing the base metal fittings 7 on the ground.
b is suspended from the ground, and by connecting it to the corner base reinforcement 6b, which is the end of the linear base reinforcement 6a, the linear base reinforcement 6a is also suspended from the ground. Each base metal fitting 7
A circular insertion hole 8 is bored in the upper surface of the holder. The adjustment plate 36 is a rectangular plate material that can be placed on the upper surface of the base metal fitting 7, and has a circular fitting hole 35 bored in the center as shown in FIG. This adjustment plate 36 is available in a plurality of types having fitting holes 35 of different diameters. An adjustment plate 36 having a fitting hole 35 of an appropriate diameter can be selected and placed on the base metal fitting 7. The insertion hole 8 of the base metal fitting 7 has a diameter larger than that of the fitting hole 35. Main reinforcing bars 10 are integrally erected on the straight base bars 6a and corner base bars 6b of the base bars 6, as shown in FIG. 6(b). In this embodiment, the support column 2 is formed by providing a connection 11 at the lower end, and seven flanges 12 and 13 are fastened together with bolts and nuts 34 to form an integral structure. This connection 11 is provided with a fitting portion 9 in the shape of an inverted truncated cone. This support 2 is erected on the base metal fitting 7 as shown in FIG. 6(e). When the strut 2 is erected, the fitting portion 9 of the coupling member 11 is fitted into the fitting hole 35 of the adjustment plate 36, so that the strut 2 can be freely pulled out upward. If the straightness of the strut 2 is 14g, select the appropriate fitting hole 35 from the adjustment plates 36 of multiple types.
The height of the support column 2 is adjusted by adjusting the depth of the fitting part 9 into the fitting hole 35. Arrange.

つまり、第5図(、)のように嵌合孔35の径が大きな
調整プレート36を選ぶと、嵌合部9の嵌合深さが深く
なって支柱2の高さが低(なり、第5図(b)に示すよ
うに嵌合孔35の径が小さな調整プレート36を選ぶと
、嵌合部9の嵌合孔35に対する嵌合深さが浅くなって
支柱2の高さが高くなる0本実施例の場合、支柱2の下
部に連結共11を設けて連結−311に嵌合部9を設け
たが、支柱2の下部に連結共11を設けないで直接嵌合
部9を設けてもよい。支柱2の外面には上下一対のビン
14a*14bを一組として複数組のビン14a。
In other words, if the adjusting plate 36 with a large diameter fitting hole 35 is selected as shown in FIG. If an adjustment plate 36 with a small diameter fitting hole 35 is selected as shown in FIG. 0 In the case of this embodiment, the connecting part 11 was provided at the lower part of the column 2 and the fitting part 9 was provided at the connecting part 311, but the fitting part 9 was provided directly at the lower part of the column 2 without providing the connecting part 11. A plurality of sets of bins 14a, each including a pair of upper and lower bins 14a*14b, are provided on the outer surface of the support 2.

14bを外方に突設してあり、支柱2の上端には固定片
15を二方向に突設しである。天端支持材4は直線支持
材4aとコーナー支持材4bとで構成されている。コー
ナー支持材4bは出隅材16と入隅材17を間隔保持材
18で連結し、出隅材16及び入隅材17の端部からシ
ライナー21を突設して形成されている。出隅材16の
端部と入隅材17の端部とには門型の止めビン19を架
設してあり、止めビン19の両端のビン部をシライナー
21に挿通してシライナー21を連結しである。
14b is provided to protrude outward, and a fixing piece 15 is provided to protrude in two directions from the upper end of the support column 2. The top support member 4 is composed of a linear support member 4a and a corner support member 4b. The corner support member 4b is formed by connecting an external corner member 16 and an internal corner member 17 with a spacing member 18, and having a liner 21 protruding from the ends of the external corner member 16 and the internal corner member 17. Gate-shaped stopper bins 19 are installed between the ends of the protruding corner members 16 and the ends of the inner corner members 17, and the bins at both ends of the stopper bins 19 are inserted into the sealers 21 to connect the sealers 21. It is.

間隔保持材18にはアンカー孔20を設けてあり、ノ目
イナー21には連結孔21mを穿孔しである。
An anchor hole 20 is provided in the spacing member 18, and a connecting hole 21m is bored in the inner groove 21.

このコーナー支持材4bは第6図(d)に示すように支
柱2の上端上に配置され、止めピン19のピン部を固定
片15の透孔に挿通することにより取り付けである。バ
タ角支持材22は略し字状であって、縦片22aと損片
22bと引っ掛は部22cとを具備する。そして第6図
(e)に示すようにバタ角支持材22の引っ掛は部22
cは上のピン14aに引っ掛は係止され、縦片22aの
下部を下のピン14bに当接して回転しないように取り
付けられている。バタ角3はコーナ一部間に亘るように
架設され、第6図(f)に示すようにバタ角支持材22
の横片22bに載置して取り付けられる。天端支持材4
の直線支持材4aは一対のアングル23間に間隔保持材
18や連結材24を架設して形成され、アングル23の
端部には透孔25を穿孔しである。この直線支持材4a
は第6図(g)(h)に示すように隣合うコーナー支持
材4b間に架設し、適宜の透孔25と適宜の連結孔21
mとを合致させてしの26を挿通して位置決めし、適宜
の連結孔21mと適宜の透孔25とにクリップ27を通
して止め、クリップ27にてジョイナ−21と直線支持
材4aとを連結した後、しの26を外す。
The corner support member 4b is placed on the upper end of the support column 2, as shown in FIG. The flap corner support member 22 has an abbreviated shape and includes a vertical piece 22a, a damaged piece 22b, and a hook portion 22c. As shown in FIG. 6(e), the hook of the flap corner support member 22 is
c is hooked onto the upper pin 14a, and is attached so that the lower part of the vertical piece 22a abuts the lower pin 14b so as not to rotate. The flap angle 3 is constructed so as to span a part of the corner, and as shown in FIG. 6(f), the flap angle support member 22
It is mounted by being placed on the horizontal piece 22b of. Top support material 4
The linear support member 4a is formed by installing a spacing member 18 and a connecting member 24 between a pair of angles 23, and a through hole 25 is bored at the end of the angle 23. This linear support member 4a
are installed between adjacent corner supports 4b as shown in FIGS. 6(g) and 6(h), with appropriate through holes 25 and appropriate connecting holes 21.
The joiner 21 and the linear support member 4a were connected by the clip 27 by inserting and positioning the joint 26 through the appropriate connection hole 21m and the appropriate through hole 25. After that, remove Shino 26.

次いで第6図(h)に示すように下方に位置するバタ角
3にはメツシュ板支持材28を適当な間隔で取り付けで
ある。このメツシュ板支持材28は上端の引っ掛は部2
8aをバタ角3に引っ掛けてあり、メツシュ板支持材2
8の下端には受は部28bを設けである。メツシュ板1
には縦方向を向くリブ29を適当な間隔で多数本設けで
ある。ががるリプ29は多数のメツシュ素材をはぜ結合
で結合するときの継ぎ目で形成されている。メツシュ板
1の上下端には必要に応じて補強材31を設けである。
Next, as shown in FIG. 6(h), mesh plate supports 28 are attached to the lower flap corner 3 at appropriate intervals. This mesh plate support material 28 has a hook at the upper end.
8a is hooked to the flap corner 3, and the mesh plate support material 2
8 is provided with a receiving portion 28b at the lower end thereof. mesh board 1
A large number of ribs 29 facing in the vertical direction are provided at appropriate intervals. The loose lip 29 is formed at a seam when a large number of mesh materials are joined by seam joints. Reinforcing materials 31 are provided at the upper and lower ends of the mesh plate 1 as required.

このメツシュ板1は第6図(i)に示すように上方から
挿入され、バタ角3の内面に沿わせられ、メツシュ板1
の下端が受は部28bに載置されてメツシュ板1の下端
が吊り支持されている。
This mesh plate 1 is inserted from above as shown in FIG.
The lower end of the mesh plate 1 is placed on the support portion 28b, and the lower end of the mesh plate 1 is suspended and supported.

天端支持材4のアングル23の内面にはクランプ兵32
を設けてあって、アングル23とクランプ14c32と
の間にメツシュ板1の上端を挾んでねじ共32mの操作
で締め付けてメツシュ板1の上端を吊り支持している。
A clamp member 32 is attached to the inner surface of the angle 23 of the top support member 4.
is provided, and the upper end of the mesh plate 1 is held between the angle 23 and the clamp 14c32, and the upper end of the mesh plate 1 is suspended and supported by tightening the screws with a screw 32m.

このようにメツシュ板1を取り付けた後、第6図(j)
に示すようにベース筋6を囲むようにフーチング用型枠
33が組み立てられる。アンカー孔20にはアンカーボ
ルトを挿通して支持される。
After attaching the mesh plate 1 in this way, Fig. 6 (j)
A footing form 33 is assembled to surround the base reinforcement 6 as shown in FIG. An anchor bolt is inserted into the anchor hole 20 and supported.

上記のようにメツシュ型枠が組み立てられ、フーチング
用型枠33内及びメッシュ板1間にコンクリートが打設
されて基礎が形成される。コンクリートはフーチングで
はフーチング用型枠33の上端まで打設され、・メッシ
ュ板1間ではメツシュ板1の上端まで打設される。コン
クリートが硬化すると、コンクリート内にベース筋6、
主鉄筋10、土台會14ニア及び連結具11が埋設され
ると共に表面にメツシュ板1が一体化される。このとき
支柱2の部分では連結Jfic11の下部がコンクリー
トに埋設される。コンクリートが硬化すると上記と逆に
天端支持材4、バタ角3、支柱2等が分解される。つま
り、メツシュ板支持材28がメツシュ板1の下端及びバ
タ角3から外されると共にメツシュ板1の上端が天端支
持材4から外され、クリップ27を外して直線支持材4
aが外され、次いでバタ角3が外されると共にバタ角支
持材22が外され、コーナー支持材4bが外され、次い
で支柱2が外される。支柱2を外すとき連結具11の嵌
合部9が逆円錐台状であるため上方に強く引くと抜(こ
とができる。連結具11が抜けないときはボルト、ナツ
ト34を外して支柱2を取り外す。
The mesh formwork is assembled as described above, and concrete is placed inside the footing formwork 33 and between the mesh plates 1 to form a foundation. Concrete is poured up to the upper end of the footing formwork 33 at the footing, and concrete is poured up to the upper end of the mesh board 1 between the mesh boards 1. When concrete hardens, base reinforcement 6,
The main reinforcing bars 10, the foundation 14 and the connectors 11 are buried, and the mesh plate 1 is integrated on the surface. At this time, the lower part of the connecting Jfic 11 is buried in concrete at the support 2 portion. When the concrete hardens, the crown support 4, flap angle 3, pillar 2, etc. are disassembled in the opposite manner to the above. That is, the mesh plate support 28 is removed from the lower end of the mesh plate 1 and the flap corner 3, the upper end of the mesh plate 1 is removed from the top support 4, the clip 27 is removed, and the linear support 4 is removed.
a is removed, then the flap corner 3 is removed, the flap corner support member 22 is removed, the corner support member 4b is removed, and then the support column 2 is removed. When removing the column 2, the fitting part 9 of the connector 11 is shaped like an inverted truncated cone, so it can be pulled out by pulling strongly upwards.If the connector 11 does not come off, remove the bolt and nut 34 and remove the column 2. Remove.

このと!連結具11を埋め殺しにする。コンクリートが
硬化した後、外した各部材は繰り返して再度使用される
Konoto! The connector 11 is completely buried. After the concrete has hardened, each removed member is reused repeatedly.

[発明の効果] 本発明は叙述の如く構成されているので、土台金具の挿
通孔及び1lllt1プレートの嵌合孔に支柱の嵌合部
を挿通して嵌合部を嵌合孔に嵌合することにより支柱を
確実に立設できるのは勿論、異なる径の嵌合孔を有する
調整プレートを用意しておいて任意のものを選ぶことに
より逆円錐台状の嵌合部の嵌合孔に対する嵌合深さを変
えることができるものであって、適宜の調整プレートを
選択して土台金具に載置するだけで簡単に支柱の高さを
任意に調整できるできるものである。
[Effects of the Invention] Since the present invention is configured as described above, the fitting portion of the support is inserted into the insertion hole of the base metal fitting and the fitting hole of the 1llt1 plate, and the fitting portion is fitted into the fitting hole. This not only makes it possible to securely erect the support column, but also allows adjustment plates with fitting holes of different diameters to be prepared and to select the desired one to ensure that the inverted truncated cone-shaped fitting part fits into the fitting hole. The height of the column can be easily adjusted as desired by simply selecting an appropriate adjustment plate and placing it on the base metal fittings.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の一実施例の断面図、w&2図は同上の
支柱を連結共と土台金具を示す正面図、第3図(a)(
b)は同上のコーナーベース筋の平面図及び正面図、第
4図(、)(b)は同上の調整プレートの平面図及び正
面図、第5図(a)(b)は支柱の高さ調整の動作を説
明する説明図、第6図(a)乃至(j)は同上の組み立
てる手順を示す斜視図であって、2は支柱、6はベース
筋、7は土台金具、8は挿通孔、9は嵌合部、35は嵌
合孔、36は調整プレートである。 代理人 弁理士 石 1)長 七 第2図 第3図 (a) (b) 第4図 (b) 事5図 (b)
Figure 1 is a cross-sectional view of one embodiment of the present invention, Figures w & 2 are front views showing the above-mentioned pillars connected together and the base metal fittings, and Figure 3 (a) (
b) is a plan view and a front view of the corner base reinforcement as above, Fig. 4(a) and (b) are a plan view and a front view of the adjustment plate as above, and Figs. 5(a) and (b) are the heights of the struts. An explanatory diagram for explaining the adjustment operation, and FIGS. 6(a) to (j) are perspective views showing the procedure for assembling the same as above, in which 2 is a column, 6 is a base reinforcement, 7 is a base metal fitting, and 8 is an insertion hole. , 9 is a fitting portion, 35 is a fitting hole, and 36 is an adjustment plate. Agent Patent Attorney Ishi 1) Chief 7 Figure 2 Figure 3 (a) (b) Figure 4 (b) Figure 5 (b)

Claims (1)

【特許請求の範囲】[Claims] [1]フーチング部の骨組みとなるベース筋に土台金具
を一体に取着し、土台金具の上面に挿通孔を設けると共
に適当な円形の嵌合孔を有する調整プレートを嵌合孔と
挿通孔とが合致するように土台金具上に着脱自在に載置
し、支柱の下部に設けた逆円錐台状の嵌合部を上記嵌合
孔に嵌合することにより支柱を立設して成ることを特徴
とする型枠の支柱の取り付け構造。
[1] A base metal fitting is integrally attached to the base reinforcement that forms the framework of the footing, an insertion hole is provided on the top surface of the base metal piece, and an adjustment plate having an appropriate circular fitting hole is connected to the fitting hole and the insertion hole. The column is removably placed on the base metal fittings so that the columns match, and the column is erected by fitting the inverted truncated conical fitting part provided at the bottom of the column into the above-mentioned fitting hole. Features: Formwork support mounting structure.
JP30009788A 1988-11-28 1988-11-28 Mounting structure of form column Pending JPH02147770A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30009788A JPH02147770A (en) 1988-11-28 1988-11-28 Mounting structure of form column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30009788A JPH02147770A (en) 1988-11-28 1988-11-28 Mounting structure of form column

Publications (1)

Publication Number Publication Date
JPH02147770A true JPH02147770A (en) 1990-06-06

Family

ID=17880674

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30009788A Pending JPH02147770A (en) 1988-11-28 1988-11-28 Mounting structure of form column

Country Status (1)

Country Link
JP (1) JPH02147770A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5492303A (en) * 1991-05-18 1996-02-20 Paschal-Werk G. Maier Gmbh Formwork for surfaces varying in curvature

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5492303A (en) * 1991-05-18 1996-02-20 Paschal-Werk G. Maier Gmbh Formwork for surfaces varying in curvature

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