JPH031537Y2 - - Google Patents
Info
- Publication number
- JPH031537Y2 JPH031537Y2 JP18644483U JP18644483U JPH031537Y2 JP H031537 Y2 JPH031537 Y2 JP H031537Y2 JP 18644483 U JP18644483 U JP 18644483U JP 18644483 U JP18644483 U JP 18644483U JP H031537 Y2 JPH031537 Y2 JP H031537Y2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- plate
- reinforcing bar
- back plate
- reinforcing bars
- 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
- 238000009415 formwork Methods 0.000 claims description 28
- 230000003014 reinforcing effect Effects 0.000 claims description 23
- 238000005452 bending Methods 0.000 claims description 2
- 239000004567 concrete Substances 0.000 description 11
- 239000002184 metal Substances 0.000 description 6
- 238000003466 welding Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 101100008050 Caenorhabditis elegans cut-6 gene Proteins 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Reinforcement Elements For Buildings (AREA)
Description
【考案の詳細な説明】
この考案は、コンクリート建築物の構築に当
り、型枠兼用コンクリート板と型枠とを相互に連
繋する型枠保持具に関するものである。[Detailed Description of the Invention] This invention relates to a formwork holder that interconnects a concrete plate that also serves as a formwork and a formwork when constructing a concrete building.
近年、水平に設けた台板上に、予めタイルなど
の外装材を敷きつめ、その上に3本一組の鉄筋を
横鉄筋を介し断面三角形状に束ねたものの多数組
を並列し、各組の鉄筋のうち各1本を現わしてコ
ンクリートを打込み、こうして作つたプレキヤス
トコンクリート板を、外装面を外側として上記各
鉄筋が縦方向となるように直立するとともに、背
面に間隔をおいて型枠を並立し、この型枠とコン
クリート板との間に所要の鉄筋を配設したのちコ
ンクリートを充填して一体の建物壁部を形成する
ことが行われている。この場合、上記型枠の保持
は、コンクリート板の背面に沿つて並列する前記
各鉄筋に、予め金具を溶接により数個ずつ取りつ
けておき、これら金具に型枠連繋ボルトを接続し
て型枠と締付固定する方法が普通である。この溶
接による取付は、通常コンクリート板を立設した
のちに行われるが、作業性および作業手順の関係
で不便があり、といつてコンクリート板の製造時
に取りつけておくことは、以後のコンクリート板
の運搬や設置にじやまになり、また型枠との位置
関係の設定に手間を要する不利がある。 In recent years, exterior materials such as tiles are laid in advance on a horizontal base plate, and on top of that, many sets of three reinforcing bars bundled in a triangular cross-section via horizontal reinforcing bars are arranged in parallel. One of the reinforcing bars is exposed and concrete is poured, and the precast concrete plate thus made is stood upright with the exterior side facing outward and each of the reinforcing bars running vertically, and placed in a formwork at intervals on the back. These forms are placed side by side, the required reinforcing bars are placed between the formwork and the concrete plate, and then concrete is filled to form an integrated building wall. In this case, the formwork is held by attaching several metal fittings by welding in advance to each of the reinforcing bars arranged in parallel along the back side of the concrete plate, and connecting formwork connecting bolts to these metal fittings to hold the formwork together. The usual method is to tighten and fix it. This welding is usually done after the concrete plate is erected, but it is inconvenient in terms of workability and work procedures, and it is not recommended to attach it when the concrete plate is manufactured. There are disadvantages in that transportation and installation are cumbersome, and it takes time and effort to set the positional relationship with the formwork.
これに対し、この考案はコンクリート板を立設
後、現場において溶接によらず容易に型枠との接
続ができるようにしたものであつて、この考案の
実施例を図面について説明すると、第1図に示す
ように全体は所要の鉄筋に添設する係着金具1と
この係着金具1を鉄筋に固定する型枠連繋ボルト
2で形成されている。 On the other hand, in this invention, after the concrete plate is erected, it can be easily connected to the formwork at the site without welding. As shown in the figure, the entire structure is made up of a locking metal fitting 1 attached to a required reinforcing bar and a formwork connecting bolt 2 for fixing the locking metal fitting 1 to the reinforcing bar.
係着金具1は、厚手の帯状板を折曲して背板3
の左右に側板4,4を並列したU状の金具として
作られ、背板3の中心にネジ孔5を設けるととも
に、左右の側板4,4には背板3との境界に近い
部分からほぼ中心に向つてそれぞれ所要の鉄筋が
通る大きさの傾斜切込6,6が、一方の側板4は
上辺から、他方の側板4は下方から各切込して設
けられており、これら傾斜切込6,6の奥部は上
記鉄筋が嵌合する大きさの円周内面に形成されて
いる。 The fastening metal fitting 1 is made by bending a thick band-like plate and attaching it to the back plate 3.
It is made as a U-shaped metal fitting with side plates 4, 4 arranged side by side on the left and right sides, and a screw hole 5 is provided in the center of the back plate 3, and a screw hole 5 is provided in the center of the back plate 3. Slanted cuts 6, 6, each large enough for the required reinforcing bars to pass through, are provided toward the center from the upper side of one side plate 4 and from the bottom of the other side plate 4, and these inclined cuts The inner parts of 6 and 6 are formed into circumferential inner surfaces of a size that allows the reinforcing bars to fit therein.
型枠連繋ボルト2は、従来、一般に用いられて
いるものと同様であつて、適所を角形断面として
スパナ係合部7が形成され、他端は型枠取付部と
して、ナツトを介し型枠を固定することができ
る。 The formwork connecting bolt 2 is similar to those commonly used in the past, and has a rectangular cross-section at a suitable place to form a wrench engagement part 7, and the other end serves as a formwork attachment part to attach the formwork to the formwork through a nut. Can be fixed.
この考案は上記の構造であつて、これを使用す
るには所要の鉄筋aに対し、予め型枠連繋ボルト
2をゆるめた係着金具1を第2図Aに示すように
左右の側板4,4が鉄筋aを挟むようにして位置
させたのち、背板3側からみて時計方向に90度回
動すると、側板4,4は同図Bのように水平とな
り、鉄筋aは各傾斜切込6,6の奥部に位置する
ようになる。次いで型枠連繋ボルト2を回動して
締めつけることにより係着金具1は鉄筋aに固定
される。こうして型枠連繋ボルト2の他端に型枠
bを当てナツトcで締付して固定することができ
る。この場合、鉄筋aに対する係着金具1の固定
は、型枠連繋ボルト2を持つて片手で持つて行う
ことができる。 This invention has the above-mentioned structure, and in order to use it, the formwork connecting bolts 2 are loosened in advance, and the fastening fittings 1 are attached to the required reinforcing bars a, as shown in FIG. 2A, and the left and right side plates 4, 4 are positioned so as to sandwich the reinforcing bar a, and then rotated 90 degrees clockwise when viewed from the back plate 3 side, the side plates 4 and 4 become horizontal as shown in Figure B, and the reinforcing bar a is placed in each inclined cut 6, It will be located at the back of 6. Next, by rotating and tightening the formwork connecting bolts 2, the fastening fittings 1 are fixed to the reinforcing bars a. In this way, the formwork b can be placed on the other end of the formwork connecting bolt 2 and fixed by tightening with the nut c. In this case, the fastening fitting 1 can be fixed to the reinforcing bar a by holding the formwork connecting bolt 2 with one hand.
この考案は上記したように、左右の側板4,4
に設けた傾斜切込6,6を介して単に半回転する
だけで簡単に取りつけられ、この場合、傾斜切込
6,6に入つた鉄筋aは、そのまま奥部に導か
れ、傾斜切込のため脱出が阻止されているから作
業中、取り落すおそれが少なく、また切込を傾斜
切込6,6としたことは、切込が背板3にまで達
していないことと相まつて、切込による側板4,
4の強度低下を最少限におさえることができる。 As mentioned above, this idea is based on the left and right side plates 4, 4.
It can be easily attached by simply turning half a turn through the inclined notches 6, 6, and in this case, the reinforcing bar a that has entered the inclined notches 6, 6 is guided to the inner part of the inclined notch. Since the escape is prevented, there is less risk of dropping the material during work, and the fact that the cuts are slanted cuts 6 and 6, together with the fact that the cuts do not reach the back plate 3, side plate 4,
The decrease in strength of No. 4 can be minimized.
さらに、この考案においては、係着金具1の鉄
筋aに対する締付を別個の締付ボルトを用いるこ
となく型枠連繋ボルト2で兼用させているので、
鉄筋aと型枠bとの間隔を小さくすることができ
る。すなわち、このコンクリート板による工法で
は板面から突出して位置する鉄筋aを介して型枠
bを設けるためコンクリート板と型枠bとの間隔
が大きくなり、構築された壁体が不必要に厚くな
る傾向があつたのを、この考案によれば相当の程
度まで薄く作ることができる等、多くの利点があ
る。 Furthermore, in this invention, the formwork connecting bolt 2 is used to tighten the reinforcing bar a of the anchoring fitting 1 without using a separate tightening bolt.
The distance between the reinforcing bars a and the formwork b can be reduced. In other words, in this construction method using concrete plates, formwork b is provided through reinforcing bars a that protrude from the plate surface, so the gap between the concrete plate and formwork b increases, making the constructed wall unnecessarily thick. This invention has many advantages, such as being able to make it considerably thinner, although this tends to be the case.
第1図Aは平面図、同Bは側面図、同Cは斜面
図、第2図は取りつける順序を示し、同図Aは鉄
筋に当接した状態、同図Bはこれを半回転した状
態を示す各側面図である。
図中符号、1は係着金具、2は型枠連繋ボル
ト、3は背板、4は側板、5はネジ孔、6は傾斜
切込、7はスパナ係合部、aは鉄筋、bは型枠を
示す。
Figure 1A is a plan view, Figure B is a side view, Figure 2C is a slope view, Figure 2 shows the installation order, Figure A shows the state in contact with the reinforcing bar, and Figure B shows the state when it has been turned half a turn. FIG. Codes in the figure: 1 is a fitting, 2 is a formwork connecting bolt, 3 is a back plate, 4 is a side plate, 5 is a screw hole, 6 is an inclined cut, 7 is a spanner engagement part, a is a reinforcing bar, b is a Showing formwork.
Claims (1)
状に折曲して、背板3の左右に側板4,4を連設
した係着金具1を得るとともに、上記背板3の中
心にネジ孔5を設けて型枠連繋ボルト2の一端を
螺挿し、また前記各側板4,4にはほぼ中心を貫
いて所要の鉄筋aに適合する大きさの円孔を設
け、これら円孔を一方は上辺、他の一方は下辺に
わたり切り拡げてそれぞれ背板3との境界に近く
開口する傾斜切込6,6を形成してなる建築用型
枠保持具。 A U large enough to insert the required reinforcing bar a into the strip plate.
By bending it into a shape, a fastening fitting 1 is obtained in which side plates 4, 4 are connected to the left and right sides of the back plate 3, and a screw hole 5 is provided in the center of the back plate 3, and one end of the formwork connecting bolt 2 is formed. In addition, a circular hole of a size suitable for the required reinforcing bar a is provided in each of the side plates 4, 4 almost through the center, and these circular holes are cut and expanded to cover the upper side on one side and the lower side on the other side. This architectural formwork holder is formed with inclined cuts 6, 6 that open near the boundary with the back plate 3.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18644483U JPS6094514U (en) | 1983-12-03 | 1983-12-03 | Architectural formwork retainer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18644483U JPS6094514U (en) | 1983-12-03 | 1983-12-03 | Architectural formwork retainer |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6094514U JPS6094514U (en) | 1985-06-27 |
| JPH031537Y2 true JPH031537Y2 (en) | 1991-01-17 |
Family
ID=30402710
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP18644483U Granted JPS6094514U (en) | 1983-12-03 | 1983-12-03 | Architectural formwork retainer |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6094514U (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0613290Y2 (en) * | 1986-02-14 | 1994-04-06 | 東急建設株式会社 | Rebar cover thickness jig |
| JPH0633076Y2 (en) * | 1986-05-07 | 1994-08-31 | 鹿島建設株式会社 | Jig for positioning pillar rebar |
| JPH0619713Y2 (en) * | 1986-07-04 | 1994-05-25 | 石川ピーシー工業株式会社 | Formwork holding device for construction |
-
1983
- 1983-12-03 JP JP18644483U patent/JPS6094514U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6094514U (en) | 1985-06-27 |
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