JPH0128191Y2 - - Google Patents
Info
- Publication number
- JPH0128191Y2 JPH0128191Y2 JP20075183U JP20075183U JPH0128191Y2 JP H0128191 Y2 JPH0128191 Y2 JP H0128191Y2 JP 20075183 U JP20075183 U JP 20075183U JP 20075183 U JP20075183 U JP 20075183U JP H0128191 Y2 JPH0128191 Y2 JP H0128191Y2
- Authority
- JP
- Japan
- Prior art keywords
- vertical
- formwork
- side wall
- wall pieces
- beam formwork
- 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 33
- 239000000463 material Substances 0.000 description 14
- 230000000694 effects Effects 0.000 description 6
- 235000014121 butter Nutrition 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000000758 substrate Substances 0.000 description 2
- 210000000078 claw Anatomy 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【考案の詳細な説明】
この考案は、建設工事現場において梁型枠を組
立てるに当つてセパレーターを使用せずに合理的
に、かつ確実に施工し得る梁型枠の開き止め金具
に関する。[Detailed Description of the Invention] This invention relates to an opening stopper for beam formwork that can be reasonably and reliably constructed without using a separator when assembling beam formwork at a construction site.
従来、この種の梁型枠の組立用部材あるいは支
持金具としては実公昭56−43476号公報の如く縦
バタ材の背面に直接当接する後壁部を帯状板の後
方に一体に設けたり、該縦バタ材の側面からこれ
を貫通する孔を穿孔してこれと帯状板の側壁部と
を固定用ピンで一体的に連結固定する技術が開示
されている。 Conventionally, as assembly members or supporting metal fittings for this type of beam formwork, as shown in Japanese Utility Model Publication No. 56-43476, a rear wall part that directly abuts the back side of the vertical batten material is provided integrally at the rear of the strip plate, or A technique has been disclosed in which a hole is drilled through the vertical butter from the side surface and the hole is integrally connected and fixed to the side wall of the strip plate using a fixing pin.
また、実公昭57−59549号公報の如く、支持金
具の上板の後方に側板を下向きに設けてこれに溝
孔を穿設し、縦バタ材の背面を押圧するクサビを
この溝孔内に嵌入して該縦バタ材を締付ける技術
が開示されている。 In addition, as in Japanese Utility Model Publication No. 57-59549, a side plate is provided facing downward behind the upper plate of the support bracket, a slot is bored in this, and a wedge for pressing the back side of the vertical butter is inserted into this slot. A technique for tightening the vertical butterfly material by fitting it in is disclosed.
しかし、前者はコンクリート打設によつて広が
る側圧力が縦バタ材を通して後壁部に直接作用し
ているため、解体に当つて該縦バタ材を下方に引
抜く時、相当の引張力を与えないと困難であり、
解体作業の能率低下と危険性をともない、不合理
的である。 However, in the former case, the side pressure that spreads due to concrete placement acts directly on the rear wall through the vertical flaps, so when the vertical flaps are pulled downward during demolition, a considerable tensile force is applied. It is difficult without
This is unreasonable, as it reduces the efficiency and danger of demolition work.
それに加え、型枠、上端バタ材(通称桟木とい
う)及び縦バタ材の寸法精度が高くないと後壁部
における空胴部に縦バタ材が納まらない場合や、
間隙を生じて梁型枠が締らないことが多い。 In addition, if the dimensional accuracy of the formwork, upper end batten material (commonly known as crosspiece), and vertical batten material is not high, there may be cases where the vertical batt material cannot fit into the cavity in the rear wall.
The beam formwork often does not tighten due to gaps.
従つて組立作業の能率を著しく低下させるばか
りでなく、確実な施工が得られず、施工精度の低
下を生ずる等、重大な欠点がある。 Therefore, there are serious drawbacks such as not only the efficiency of assembly work is significantly reduced, but also reliable construction is not achieved and construction accuracy is lowered.
また、後者は前者の上記欠点を解消することは
可能であるが、梁型枠の上部でクサビを打込む危
険な作業を伴ない、かつ特に解体作業に当つては
室内に足場を確保してしかも、スラブ型枠直下の
非常に狭い個所において該クサビをハンマー等で
打叩いて抜かなければならず、危険性が高く、非
能率的である等、実用上に重大な欠点がある。 Although the latter can overcome the above-mentioned drawbacks of the former, it involves the dangerous work of driving wedges into the top of the beam formwork, and especially during demolition work, it is difficult to secure scaffolding indoors. Furthermore, the wedge must be removed by hitting it with a hammer or the like in a very narrow area directly under the slab formwork, which is highly dangerous and inefficient, which is a serious drawback in practical terms.
この考案は上述した従来の問題点に鑑み、か
つ、実用上の重大な欠点を解消するためになされ
たもので、その目的は、梁型枠を合理的に、かつ
能率的に組立てると共に解体作業の安全性と効率
化に優れ、十分な耐久性と実用効果が得られる梁
型枠の開き止め金具を提供することにある。 This invention was devised in view of the above-mentioned conventional problems and to eliminate serious practical drawbacks.The purpose was to assemble beam formwork rationally and efficiently, and to perform dismantling work. The purpose of the present invention is to provide an opening stopper for beam formwork that is excellent in safety and efficiency, and has sufficient durability and practical effects.
上記目的を達成するために、この考案は、基板
本体の一端部において上向きに突設すべくスラブ
型枠係止片を、下向きに突設すべく梁型枠係止片
をそれぞれ配設すると共に、該基板本体の他端部
における両側部に側壁片を所要間隔をもつて対向
配設し、この側壁片間に対して回転自在に軸支す
べく縦バタ用支持ピンを装着したことを特徴とす
る。 In order to achieve the above object, this invention provides a slab formwork locking piece to project upward and a beam formwork locking piece to project downward at one end of the board body. , characterized in that side wall pieces are arranged facing each other at a required interval on both sides of the other end of the board main body, and a vertical butterfly support pin is mounted between the side wall pieces so as to be rotatably supported. shall be.
以下、この考案の実施例を図面に基づいて詳細
に説明する。 Hereinafter, embodiments of this invention will be described in detail based on the drawings.
第1図は本考案の第1実施例による開き止め金
具の平面図、第2図はその中央縦断面図である。 FIG. 1 is a plan view of an opening stopper according to a first embodiment of the present invention, and FIG. 2 is a central vertical sectional view thereof.
両図に示す梁型枠の開き止め金具は、帯板状の
基板本体1の一端部においてその幅方向の中央所
要幅を折曲げて上向きに突設するスラブ型枠係止
片2を、また、その両側位置を折曲げて下向きに
突設する梁型枠係止片3,3をそれぞれ配設し
た。 The opening stopper for the beam formwork shown in both figures includes a slab formwork locking piece 2 which is bent at one end of a strip-shaped board body 1 by a required width at the center of the width direction and protrudes upward. , beam formwork locking pieces 3, 3 which are bent at both sides and protrude downward are provided, respectively.
さらに、上記基板本体1の他端部においては上
面の中央付近から後部に沿つて両側縁及び後端縁
を残して開口部4を形成すると共に、その開口部
4の両側部を下向きに切起して側壁片5,5を所
要間隔に対向配設した。 Furthermore, at the other end of the board main body 1, an opening 4 is formed from near the center of the top surface to the rear, leaving both side edges and the rear edge, and both sides of the opening 4 are cut downward. The side wall pieces 5, 5 were arranged facing each other at a required interval.
この両側壁片5,5にはそれぞれ長孔状のピン
支持孔6,6を穿設し、このピン支持孔6,6間
に対し、縦バタ用支持ピン7を回転自在に軸支す
べく装着されている。 Elongated pin support holes 6, 6 are formed in the side wall pieces 5, 5, respectively, and a vertical butterfly support pin 7 is rotatably supported between the pin support holes 6, 6. It is installed.
なお、1aは基板本体1上の一端側寄りに穿設
した釘止孔を示す。 Note that 1a indicates a nailing hole drilled near one end of the board body 1.
また、上記縦バタ用支持ピン7はピン支持孔
6,6に沿つて上下にも摺動可能とした。 Further, the vertical butterfly support pin 7 can also be slid up and down along the pin support holes 6, 6.
次に、上記のように構成した第1実施例の開き
止め金具の使用方法を説明する。 Next, a method of using the opening stopper of the first embodiment configured as described above will be explained.
第3図及び第4図に示すように、予め梁型枠p
の側板p1を下段のセパレーターS(必要に応じ
て中段にもセパレーターS1を装設する)によつ
て間隔保持すると共に、その外側から型枠締付杆
F及び締付金具Aにより縦バタ材Bを桟木Cに押
当てて締付ける。 As shown in Figures 3 and 4, the beam formwork p
The side plates p1 are maintained at a distance by the lower separator S (a separator S1 is also installed in the middle layer if necessary), and the vertical butter material B is held from the outside by the formwork clamping rod F and clamping fitting A. Press against crosspiece C and tighten.
さらに、梁型枠pの上端においては開き止め金
具を、その基板本体1一端の梁型枠係止片3,3
を側板p1内端部に係止し、釘止めNして固定
し、同時に縦バタ材Bの上端背面を縦バタ用支持
ピン7によつて支持すべく所要間隔に取付ける。 Further, at the upper end of the beam form p, an opening stopper is attached to the beam form locking pieces 3, 3 at one end of the board main body 1.
is locked to the inner end of the side plate p1 and fixed by nailing N, and at the same time, the upper end back surface of the vertical flap material B is attached at a required interval to be supported by the vertical flap support pin 7.
続いて、スラブ型枠p2を上記基板本体1のス
ラブ型枠係止片2に係止させるようにして敷設し
ていく。 Subsequently, the slab formwork p2 is laid so as to be locked to the slab formwork locking pieces 2 of the substrate body 1.
梁型枠内及びスラブ型枠上にコンクリートを打
設してその養生後は下部の締付金具C等を除去し
て梁の縦バタ材Bを直下に引抜くかあるいは仮想
線の如く縦バタ材Bを外側後方に回動しながら引
抜いた後、梁型枠pの側板p1を解体すると共に
開き止め金具を取除いて再使用するものである。 After pouring concrete inside the beam formwork and on the slab formwork and curing it, remove the lower clamping fittings C, etc. and pull out the vertical flap material B of the beam directly below, or remove the vertical flap material as shown in the imaginary line. After pulling out the material B while rotating it outward and rearward, the side plate p1 of the beam form p is dismantled and the opening stopper is removed for reuse.
梁型枠pの底板及びスラブ型枠p2はその後に
解体すればよい。 The bottom plate of the beam formwork p and the slab formwork p2 may be dismantled after that.
この第1実施例の開き止め金具は、縦バタ材を
引抜く時その背面を押えている縦バタ用支持ピン
7が回転し、あるいは回転しながらピン支持孔
6,6に沿つて上位に押し上げられることによつ
て縦バタ材Bとの摩擦が小さく、初期の解体作業
が効率良く、しかも安全にできる効果があり、ス
ラブ型枠直下の狭い場所での作業が手間がかから
ず能率的である。 In the opening stopper of this first embodiment, when the vertical butterfly material is pulled out, the vertical butterfly support pin 7 that presses the back side rotates or is pushed upward along the pin support holes 6, 6 while rotating. As a result, the friction with the vertical flap material B is small, making the initial demolition work efficient and safe, and work in the narrow space directly under the slab formwork is hassle-free and efficient. be.
また、構造が簡単で、クサビ等の付属品が不要
であるから、取扱い上にも便利で経済的にも有利
である。 Furthermore, since the structure is simple and no accessories such as wedges are required, it is convenient to handle and economically advantageous.
次に、本考案の他の実施例について説明する。 Next, another embodiment of the present invention will be described.
第5図に示す本考案の第2実施例による開き止
め金具は、帯板状の基板本体21の中央付近から
後方を斜め下向きに屈曲したいわゆるへの字形と
し、同時に上面の開口部24において上向きに切
起して側壁片25,25を所要間隔に対向配設し
たものであり、この側壁片25,25に設けたピ
ン支持孔26,26に縦バタ用支持ピン27を回
転自在に軸支することによつて前記と同様の作用
効果が得られる。なお、前記第1実施例、第2実
施例において基板本体の中央付近に開口部4,2
4を形成すると共に両側部を下向きあるいは上向
きに切起して側壁片5,5、25,25を設けれ
ば一枚の鉄板から無駄なく一体に成形でき、軽量
で取扱い上にも便利である。 The opening stopper according to the second embodiment of the present invention, shown in FIG. The vertical butterfly support pin 27 is rotatably supported in the pin support holes 26, 26 provided in the side wall pieces 25, 25. By doing so, the same effects as described above can be obtained. In addition, in the first embodiment and the second embodiment, openings 4 and 2 are provided near the center of the substrate body.
4, and by cutting and bending both sides downward or upward to provide side wall pieces 5, 5, 25, 25, it can be integrally formed from a single iron plate without waste, and is lightweight and convenient to handle. .
第6図に示す本考案の第3実施例による開き止
め金具は、帯板状の基板本体31の両側部をそれ
ぞれ下向きに折り曲げて側壁片35,35を対向
配設し、これに穿孔したピン支持孔36,36に
縦バタ用支持ピン37を回転自在に軸支したもの
で、前記と同様の作用効果が得られる。 The opening stopper according to the third embodiment of the present invention shown in FIG. 6 has side wall pieces 35, 35 arranged facing each other by bending both sides of a strip-like board body 31 downward, and pins drilled therein. A vertical butterfly support pin 37 is rotatably supported in the support holes 36, 36, and the same effect as described above can be obtained.
第7図は本考案の第4実施例による開き止め金
具の要部縦断面図であり、基板本体41の一端側
寄りにその基板本体41自体を下向きに適宜長さ
の爪片1bを形成したもので、桟木Cに対する釘
止めがこの基板本体41を直接打叩くことによつ
て簡単、容易にしかも安全にできる効果がある。 FIG. 7 is a vertical cross-sectional view of the main part of the opening stopper according to the fourth embodiment of the present invention, in which a claw piece 1b of an appropriate length is formed near one end of the board main body 41 with the board main body 41 facing downward. This has the effect that nailing to the crosspiece C can be done easily, easily, and safely by directly hitting this board body 41.
さらに本考案の他の実施例として、ピン支持孔
を単なる円形にした場合でも縦バタ用支持ピンを
回転自在に軸支することによつて前記と同様の作
用効果が得られる。 Furthermore, as another embodiment of the present invention, even if the pin support hole is made circular, the same effects as described above can be obtained by rotatably supporting the vertical butterfly support pin.
以上詳細に説明したように、この考案によれ
ば、梁型枠の開き止め効果という最も重要な性能
を維持し、しかも梁型枠の組立作業を効率的に確
実、容易に行えて能率向上に著しい効果が得ら
れ、また、特に梁型枠解体に当つて縦バタ材の引
抜き作業が能率良く容易にかつ安全に行える効果
があり、耐久性に優れ、取扱い易く、実用上極め
て優れた梁型枠の開き止め金具を得ることができ
るのである。 As explained in detail above, this invention maintains the most important performance of preventing the beam formwork from opening, and also improves efficiency by allowing the beam formwork to be assembled efficiently, reliably, and easily. It is a beam form that is highly durable, easy to handle, and extremely superior in practical use.It has the effect of making it possible to pull out vertical batten materials efficiently, easily, and safely, especially when dismantling beam formwork. This allows you to obtain a metal fitting to stop the frame from opening.
第1図及び第2図は本考案の第1実施例の平面
図及び中央縦断面図、第3図及び第4図は第1実
施例の開き止め金具の使用状態図、第5図は第2
実施例の斜視図、第6図は第3実施例の正面図、
第7図は第4実施例の要部中央縦断面図である。
1……基板本体、2……スラブ型枠係止片、3
……梁型枠係止片、5……側壁片、7……縦バタ
用支持ピン、p……梁型枠、p2……スラブ型
枠、B……縦バタ材、S……セパレーター、F…
…型枠締付杆。
1 and 2 are a plan view and a central vertical sectional view of the first embodiment of the present invention, FIGS. 3 and 4 are illustrations of the opening stopper of the first embodiment in use, and FIG. 2
A perspective view of the embodiment, FIG. 6 is a front view of the third embodiment,
FIG. 7 is a central vertical sectional view of the main part of the fourth embodiment. 1... Board body, 2... Slab formwork locking piece, 3
...Beam formwork locking piece, 5...Side wall piece, 7...Support pin for vertical flap, p...Beam formwork, p2...Slab formwork, B...Vertical butterfly material, S...Separator, F...
...Formwork tightening rod.
Claims (1)
スラブ型枠係止片を、下向きに突設すべく梁型枠
係止片をそれぞれ配設すると共に、該基板本体の
他端部における両側部に側壁片を所要間隔をもつ
て対向配設し、この側壁片間に対して回転自在に
軸支すべく縦バタ用支持ピンを装着したことを特
徴とする梁型枠の開き止め金具。 A slab formwork locking piece is provided to protrude upward at one end of the board body, and a beam formwork locking piece is provided to protrude downward, and at both sides of the other end of the board body. A fixture for preventing the opening of a beam form, characterized in that side wall pieces are arranged facing each other at a required interval, and a support pin for a vertical flap is attached to rotatably support the side wall pieces between the side wall pieces.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20075183U JPS60105749U (en) | 1983-12-23 | 1983-12-23 | Beam formwork opening stopper |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20075183U JPS60105749U (en) | 1983-12-23 | 1983-12-23 | Beam formwork opening stopper |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS60105749U JPS60105749U (en) | 1985-07-18 |
JPH0128191Y2 true JPH0128191Y2 (en) | 1989-08-28 |
Family
ID=30761893
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP20075183U Granted JPS60105749U (en) | 1983-12-23 | 1983-12-23 | Beam formwork opening stopper |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60105749U (en) |
-
1983
- 1983-12-23 JP JP20075183U patent/JPS60105749U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS60105749U (en) | 1985-07-18 |
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