JPS5836153B2 - Positioning bracket for concrete formwork - Google Patents
Positioning bracket for concrete formworkInfo
- Publication number
- JPS5836153B2 JPS5836153B2 JP53093155A JP9315578A JPS5836153B2 JP S5836153 B2 JPS5836153 B2 JP S5836153B2 JP 53093155 A JP53093155 A JP 53093155A JP 9315578 A JP9315578 A JP 9315578A JP S5836153 B2 JPS5836153 B2 JP S5836153B2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- metal fitting
- concrete
- formworks
- holding part
- 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
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【発明の詳細な説明】 本発明はコンクリート用型枠の位置決め金具に関する。[Detailed description of the invention] The present invention relates to a positioning fitting for concrete formwork.
従来、コンクリートによる構築物の基礎工事は第1図に
示す如く、下打コンクリート1を打込んで数日後該コン
クリート基面2上に左側型枠3を載置して控タル木4,
4′で該型枠を固定し、上部突っ張り木5を左側型枠3
の上面に釘打し、右側型枠6をコンクリート基面2上に
載置すると共に該型枠6と上部突っ張り木5とを釘打固
定し、下部突っ張り木7を左右の型枠3,6間に嵌装し
、型枠3,6の下端隅部と添え木8,8′とを釘打固定
し、張金9を型枠3,6に穿設された夫々二つづつの挿
通孔に環挿して該張金9を締め付ける。Conventionally, foundation work for structures using concrete has been carried out as shown in Fig. 1. Several days after pouring concrete 1, the left side formwork 3 is placed on top of the concrete base 2, and the supporting timbers 4,
4', fix the formwork, and attach the upper strut tree 5 to the left side formwork 3.
The right formwork 6 is placed on the concrete base 2, and the formwork 6 and the upper strut 5 are fixed by nailing, and the lower strut 7 is attached to the left and right formworks 3, 6. The lower end corners of the formworks 3 and 6 and the splints 8 and 8' are fixed by nailing, and the tension metals 9 are inserted into the two insertion holes drilled in the formworks 3 and 6, respectively. Insert it and tighten the tension metal 9.
この間型枠3,6は最終段階まで不安定な状態のままで
あり、そのため従来工法による型組みは幾度となく水系
を垂し型枠の垂直度等を確認しつつ多くの時間、労力、
熟練等を要して組上げられていた。During this period, the formworks 3 and 6 remain in an unstable state until the final stage, and therefore, forming the formwork using the conventional method requires a lot of time, effort, and effort by repeatedly dropping the water system and checking the verticality of the formwork.
It required skill to assemble.
本発明はかかる不都合を排し、能率的な型組み作業を行
うための型枠位置決めに関する金具を提供するものであ
る。The present invention eliminates such inconveniences and provides a metal fitting for positioning a mold for efficient mold assembly work.
以下本発明の実施例につき詳説すると、型枠3,6の下
端を位置決めする金具10は第2図〜第5図に示す如き
形状を有し主として下打ちコンクリート1の基面2上に
おける型枠3,6の下端膨大部16(第6図)端面に釘
打14で固定され該型枠3,6の下端の位置決めをする
ものであり、金具11は第T図〜第10図に示す如き形
状を有し、主として型枠3,6の上端(膨大部)端面1
3(第11図)に打釘14で固定されるものである。The embodiments of the present invention will be described in detail below. The metal fittings 10 for positioning the lower ends of the formworks 3 and 6 have shapes as shown in FIGS. It is fixed to the end surface of the enlarged lower end portion 16 (Fig. 6) of 3, 6 with a nailer 14 to position the lower end of the formwork 3, 6, and the metal fitting 11 is as shown in Figs. T to 10. It has a shape, mainly the upper end (bulge part) end face 1 of the formwork 3, 6
3 (FIG. 11) with nails 14.
金具10.11はいずれもスベーサ12が幅方向に左右
対称に突設して曲折し長手力向に垂直な型枠間隔保持端
面1 7 , 1 7’を有し、打釘14を容易にする
ための釘穴18を有する。Each of the metal fittings 10 and 11 has a spacer 12 that protrudes symmetrically in the width direction, bends, and has formwork spacing holding end surfaces 17 and 17' perpendicular to the longitudinal force direction, making it easier to drive the nails 14. It has a nail hole 18 for.
さらに金具10は型枠拘持部15を型枠3,6下端の膨
大部16(第6図×こ巻込むためのテコ棒19の挿入孔
20を有すると共に、下打ちコンクリート1の基面2上
に打釘21を行い金具10を基面2に固定するための釘
穴22が金具の中央部の幅方向内側に穿設されている。Furthermore, the metal fitting 10 has an insertion hole 20 for a lever rod 19 for wrapping the formwork holding part 15 into the enlarged part 16 at the lower end of the formworks 3 and 6 (Fig. A nail hole 22 for fixing the metal fitting 10 to the base surface 2 by driving a nail 21 thereon is bored inside the central part of the metal fitting in the width direction.
次に本発明の金具により構築物の基礎コンクリート用型
枠を組立てることにつき詳説する。Next, a detailed explanation will be given of how to assemble a formwork for foundation concrete of a structure using the metal fittings of the present invention.
(1)先ず、下打コンクリート1を打込んで数日後、該
コンクリート基面2上に中心線23を墨入れし(第12
図)、金具10を第12図の如く、該中心線23上に左
右対称となるよう載置して、打釘21を行う(第12図
〜第13図)。(1) First, several days after pouring concrete 1, ink the center line 23 on the concrete base 2 (12th
), the metal fitting 10 is placed symmetrically on the center line 23 as shown in FIG. 12, and the nailing 21 is performed (FIGS. 12 to 13).
(2)その後、右側型枠6のコンクリート打込側壁面に
前記金具10上の該金具の型枠間隔保持端面17′を接
して該金具10上に載置し(第14図、第6図)、該金
具10の型枠拘持部15を型枠下端の膨大部16に巻込
むと共に、テコ棒19を拘持部の挿入孔20に挿通し、
第6図に示す如く、金具10の拘持部15を型枠の膨大
部16にテコの原理を利用して圧締し、釘止めする。(2) After that, place the metal fitting 10 on the metal fitting 10 with the formwork spacing retaining end surface 17' of the metal fitting 10 in contact with the concrete pouring side wall surface of the right side formwork 6 (Figs. 14 and 6). ), wrap the formwork holding part 15 of the metal fitting 10 into the enlarged part 16 at the lower end of the formwork, and insert the lever bar 19 into the insertion hole 20 of the holding part,
As shown in FIG. 6, the holding portion 15 of the metal fitting 10 is pressed onto the enlarged portion 16 of the formwork using the lever principle and nailed.
そして左側型枠3についても前記に示すと同様に行うこ
とにより型枠3,6の下部が位置決め固定される。For the left side formwork 3, the lower parts of the formworks 3 and 6 are positioned and fixed in the same manner as described above.
なお金具を薄板で戒形すれは、多少精度は劣るが、作業
者の指で拘持部15を型枠の膨大部に巻込み得る。Although the accuracy is somewhat inferior when forming metal fittings with a thin plate, it is possible to wrap the holding portion 15 into the large part of the formwork with the operator's fingers.
(3)次に第11図に示す如く、他の金具11のスペー
サ12を型枠3,6間に嵌入し拘持部15に打釘14を
行い、控タル木4(第15図)で型枠6を支持し、第1
5図〜第17図のように型枠の組立を完成する。(3) Next, as shown in Fig. 11, the spacer 12 of the other metal fitting 11 is fitted between the formworks 3 and 6, and the holding part 15 is driven with nails 14, and the retaining barrel 4 (Fig. 15) is inserted. Supporting the formwork 6, the first
The assembly of the formwork is completed as shown in Figures 5 to 17.
(4)シかる後に、型枠3,6内に立上げ用コンクIJ
− } 2 4を打込み(第15図)、該コンクリー
ト24の硬化後に控タル木4、打釘14を引抜き、金具
11,型枠3,6を取外す。(4) After filling, concrete IJ for standing up in formworks 3 and 6
-} 2 4 (Fig. 15), and after the concrete 24 has hardened, the retaining barrel 4 and the nails 14 are pulled out, and the metal fittings 11 and formwork 3, 6 are removed.
このとき本発明の金具10は立上げ用コンクリート24
の下部に埋込まれたまま使い捨てさる。At this time, the metal fitting 10 of the present invention is attached to the concrete 24 for erection.
It remains embedded in the bottom of the body and is disposable.
なお釘14は第18図に示す如く、頭部に二つの鍔を有
する仮止め用の釘を用いれば、釘抜作業が容易となり型
枠3,6の取外し作業を容易、迅速に行い得る。As shown in FIG. 18, if the nail 14 is a temporary nail having two flanges on the head, the nail removal operation becomes easy and the formwork 3, 6 can be removed easily and quickly.
なお実施例は基礎型枠につき説明したが、本発明の金具
はこれに限らず構築物の壁面構築に於でも多段に組上げ
た各型枠間にこれを用いることができる。Although the embodiment has been described with reference to the basic formwork, the metal fittings of the present invention are not limited to this, and can be used between formworks assembled in multiple stages even in the construction of walls of structures.
即ち第19図に示す如く壁面構築のための各型枠3の夫
々に記入した丸印位置には本金具10を三角印の個所に
は他の金具11を用いて壁面用型枠の組立てをもなし得
る。That is, as shown in FIG. 19, the wall formwork is assembled by using the main metal fittings 10 at the positions marked with circles on each of the formworks 3 for wall construction, and using other metal fittings 11 at the positions marked with triangles. It can also be done.
而して、本発明の構成は、金具がコンクリート基面へ釘
打固定されるための釘穴22を金具中央部12′に穿設
し、該中央部12′の幅方向一端部に一対のコンクリー
ト型枠3,6間へ嵌入されるスペーサ12を立設し、金
具の長手力向両端部に該両端部が型枠の下端膨大部に巻
き込まれて釘打固定される型枠拘持部15を設け、該型
枠拘持部15に拘持部巻き込み用のテコ棒挿入孔20を
設けたことを特徴とする。The structure of the present invention is that a nail hole 22 for fixing the metal fitting to the concrete base by nailing is bored in the central part 12' of the metal fitting, and a pair of nail holes 22 are provided at one end in the width direction of the central part 12'. A formwork holding part in which a spacer 12 that is fitted between the concrete formworks 3 and 6 is erected, and the both ends of the metal fitting in the longitudinal force direction are caught in the enlarged part of the lower end of the formwork and fixed by nailing. 15, and the formwork retaining portion 15 is provided with a lever insertion hole 20 for winding the retaining portion.
本発明の金具は以上のような構成からなり、その型枠拘
持部15に拘持部巻き込み用のテコ棒挿入孔20を設け
ているから、型枠の載置の後に該挿入孔20にテコ棒1
9を挿入して第6図のように該テコ棒19で金具の型枠
拘持部15を型枠3,6に圧締し得る。The metal fitting of the present invention has the above-mentioned configuration, and the formwork holding part 15 is provided with the lever insertion hole 20 for rolling in the holding part. Lever bar 1
9 is inserted, and the formwork retaining portion 15 of the metal fitting can be clamped onto the formworks 3 and 6 using the lever bar 19 as shown in FIG.
このように圧締した状態で釘打14を該拘持部になし得
るから、型枠3,6の下部を容易確実にしかも確固に固
定し得る。Since the nails 14 can be applied to the holding portions in such a pressed state, the lower portions of the formworks 3 and 6 can be easily and firmly fixed.
而して、型枠の内面をスペーサ12の型枠間隔保持端面
17に押圧した状態で、該型枠が位置決め固定される。Thus, the mold is positioned and fixed in a state in which the inner surface of the mold is pressed against the mold gap maintaining end surface 17 of the spacer 12.
そのため、対向する一対の型枠間隔が正確に設定され、
それに基づいてコンクリートの厚さを正確に維持し得る
と共に、体裁のよいコンクリート構築物を形戒すること
ができる効果を有する。Therefore, the spacing between a pair of opposing formworks is set accurately,
Based on this, it is possible to accurately maintain the thickness of concrete, and it also has the effect of making it possible to maintain a good-looking concrete structure.
第1図は従来のコンクリート型枠を示す説明図、第2図
〜第5図は本発明のコンクリート用型枠の位置決め金具
を示し各々斜視図、平面図、立面図、中央断面側面図、
を表わす。
第6図は本金具による型枠の組立を表わす立面説明図、
第7図〜第10図は他の金具11を示し、各々斜視図、
平面図、立面図、中央断面側面図を表わす。
第11図は本金具による型枠組を示し、第12〜第14
図は本金具を基面2上に載置し固定する説明図を示す。
第15〜第17図は本発明の金具を用いて組立てた型枠
の立面図、平面図、左側面図を示す。
第18図は金具を固定するための仮止め用の釘を示す。
第19図は壁面構築の説明図を示す。1・・・・・・下
打コンクリート、2・・・・・・コンクリート基面、3
・・・・・・型枠、4・・・・・・控タル木、5・・・
・・・突っ張り木、6・・・・・・型枠、7・・・・・
・突っ張り木、8・・・・・・添え木、9・・・・・・
張金、10・・・・・・金具、11・・・・・・金具、
12・・・・・・スペーサ、12′・・・・・・金具中
央部、13・・・・・・型枠端面、14・・・・・・打
釘、15・・・・・・型枠拘持部、16・・・・・・下
端膨大部、17・・・・・・型枠間隔保持端面、17′
・・・・・・型枠間隔保持端面、18・・・・・・釘穴
、19・・・・・・テコ棒、20・・・・・・テコ棒挿
入孔、21・・・・・・打釘、22・・・・・・釘穴、
23・・・・・・中心線、24・・・・・・立上げ用コ
ンクリート。FIG. 1 is an explanatory diagram showing a conventional concrete formwork, and FIGS. 2 to 5 show positioning fittings for a concrete formwork according to the present invention, respectively.
represents. Figure 6 is an elevational explanatory view showing the assembly of the formwork with this metal fittings;
FIGS. 7 to 10 show other metal fittings 11, and are respectively perspective views and
Represents a plan view, an elevation view, and a mid-section side view. Figure 11 shows the formwork using this metal fitting, and the 12th to 14th
The figure shows an explanatory view of placing and fixing the metal fitting on the base surface 2. 15 to 17 show an elevation view, a plan view, and a left side view of a formwork assembled using the metal fittings of the present invention. FIG. 18 shows temporary nails for fixing the metal fittings. FIG. 19 shows an explanatory diagram of wall construction. 1... Underlay concrete, 2... Concrete base, 3
・・・・・・Formwork, 4・・・・Ball wood, 5・・・・
...Tension wood, 6...Formwork, 7...
・Tension tree, 8...Splint, 9...
Harikin, 10...Metal fittings, 11...Metal fittings,
12...Spacer, 12'...Central part of metal fitting, 13...End face of formwork, 14...Drive nail, 15...Mold Frame holding part, 16... lower end enlarged part, 17... formwork interval holding end surface, 17'
...... Formwork spacing maintenance end surface, 18... Nail hole, 19... Lever bar, 20... Lever rod insertion hole, 21... - Nail, 22... Nail hole,
23...Center line, 24...Concrete for erection.
Claims (1)
釘穴22を金具中央部12′に穿設し、該中央部12′
の幅方向端部に一対のコンクリート型枠3,6間へ嵌入
されるスペーサ12を立設し、金具の長手力向両端部に
該両端部が型枠の下端膨大部16に巻き込まれて釘打固
定される型枠拘持部15を設け、該型枠拘持部15に拘
持部巻き込み用のテコ棒挿入孔20を設けたコンクリー
ト用型枠の位置決め金具。1. A nail hole 22 for fixing the metal fitting to the concrete base 2 by nailing is drilled in the central part 12' of the metal fitting.
A spacer 12 that is fitted between the pair of concrete formworks 3 and 6 is erected at the width direction end of the metal fitting, and the spacer 12 is installed at both ends of the metal fitting in the longitudinal force direction so that the nails are caught in the lower end enlarged part 16 of the formwork. A positioning fixture for concrete formwork, which is provided with a formwork holding part 15 to be fixed by hammering, and has a lever insertion hole 20 for rolling the holding part into the formwork holding part 15.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP53093155A JPS5836153B2 (en) | 1978-08-01 | 1978-08-01 | Positioning bracket for concrete formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP53093155A JPS5836153B2 (en) | 1978-08-01 | 1978-08-01 | Positioning bracket for concrete formwork |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5520813A JPS5520813A (en) | 1980-02-14 |
| JPS5836153B2 true JPS5836153B2 (en) | 1983-08-06 |
Family
ID=14074645
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP53093155A Expired JPS5836153B2 (en) | 1978-08-01 | 1978-08-01 | Positioning bracket for concrete formwork |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5836153B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6040379A (en) * | 1983-07-19 | 1985-03-02 | ストラペツク アクチエンゲゼルシヤフト | Winding body for band or tape |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5565669A (en) * | 1978-11-10 | 1980-05-17 | Kamei Yoshimasa | Positioning member for onnground molding flask for making street drain |
| JPS5754027A (en) * | 1980-09-10 | 1982-03-31 | Mitsubishi Electric Corp | TSUDENKAKOHOHO |
| JPS62297027A (en) * | 1986-06-17 | 1987-12-24 | Mitsubishi Electric Corp | Electric discharge machining method |
| JPH0771775B2 (en) * | 1987-07-03 | 1995-08-02 | 三菱電機株式会社 | EDM method |
| JPH0366525A (en) * | 1989-08-04 | 1991-03-22 | Mitsubishi Electric Corp | Electric discharge machining device |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5236807U (en) * | 1975-09-09 | 1977-03-15 |
-
1978
- 1978-08-01 JP JP53093155A patent/JPS5836153B2/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6040379A (en) * | 1983-07-19 | 1985-03-02 | ストラペツク アクチエンゲゼルシヤフト | Winding body for band or tape |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5520813A (en) | 1980-02-14 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US2689101A (en) | Waler bracket | |
| JPS5836153B2 (en) | Positioning bracket for concrete formwork | |
| US7959125B1 (en) | Method of assembling a concrete wall and footing form with cleat for supporting rebar and concrete form | |
| JP3466768B2 (en) | Bridge structure and construction method | |
| US2554430A (en) | Form plate holder | |
| US5547163A (en) | Wedged tiewire assembled plyform panel to I-beam stakes | |
| JP2528349Y2 (en) | Concrete frame fixture | |
| JPS5920489Y2 (en) | Anchor bolt mounting structure | |
| JPH09209568A (en) | Form corner part assembling device | |
| JPS5848057Y2 (en) | Driving tool for building inserts | |
| JPH0736996Y2 (en) | Concrete formwork columns | |
| JP3028030U (en) | Temporary peg | |
| JPS5942444Y2 (en) | Temporary fixing device for formwork boards for concrete wall construction | |
| JPH08109745A (en) | Construction method of reinforced concrete columns and reinforcing bar positioning jig used for the implementation | |
| JPH0257617B2 (en) | ||
| JP3005302U (en) | Temporary peg | |
| JPS6329786Y2 (en) | ||
| JPS5921235Y2 (en) | Mold frame set for slab formation | |
| JPH0352915Y2 (en) | ||
| JP2602660Y2 (en) | Mounting jig for notch formwork such as floor or wall | |
| JP2534769Y2 (en) | Concrete frame fixture | |
| JP3002665U (en) | Temporary member for construction | |
| JPH0540500U (en) | Vertical pipe temporary fixing tool for concrete formwork | |
| JPH06104992B2 (en) | Dry formwork construction method by concrete block | |
| JPS5942447Y2 (en) | Formwork dimensional error adjustment tool |