JPH022830Y2 - - Google Patents
Info
- Publication number
- JPH022830Y2 JPH022830Y2 JP6681184U JP6681184U JPH022830Y2 JP H022830 Y2 JPH022830 Y2 JP H022830Y2 JP 6681184 U JP6681184 U JP 6681184U JP 6681184 U JP6681184 U JP 6681184U JP H022830 Y2 JPH022830 Y2 JP H022830Y2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- formwork
- tool
- model registration
- utility
- 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 34
- -1 polypropylene Polymers 0.000 claims description 6
- 238000005452 bending Methods 0.000 claims description 4
- 239000004698 Polyethylene Substances 0.000 claims description 3
- 239000004743 Polypropylene Substances 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 3
- 229920000573 polyethylene Polymers 0.000 claims description 3
- 229920001155 polypropylene Polymers 0.000 claims description 3
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 claims description 2
- 230000007423 decrease Effects 0.000 claims description 2
- 229920001200 poly(ethylene-vinyl acetate) Polymers 0.000 claims description 2
- 239000000463 material Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 238000000926 separation method Methods 0.000 description 3
- 229920003002 synthetic resin Polymers 0.000 description 3
- 239000000057 synthetic resin Substances 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000005038 ethylene vinyl acetate Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000010893 paper waste Substances 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 238000012805 post-processing Methods 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【考案の詳細な説明】
A 産業上の利用分野
この考案は、コンクリート内に、一端又は両端
が開口した孔を開口するのに使用される型枠に関
する。[Detailed Description of the Invention] A. Field of Industrial Application This invention relates to a formwork used to open a hole in concrete that is open at one or both ends.
B 従来の技術
コンクリートに縦孔を開口する従来の方法、例
えばガードレール用の支柱孔を道路に施工する従
来の技術は、紙管を垂直にしてコンクリート型枠
に固定し、コンクリート型枠に生コンクリートを
捗設してこれを硬化させた後、紙管を金属製の棒
でむしり取つてコンクリート内に垂直の支柱孔を
施工していた。この方法によると、硬い紙管の除
去に著しく手間が掛り、作業能率が極めて悪い欠
点があつた。これは、紙管が弱いとコンクリート
の打設圧で変形する為、極めて硬い紙管が使用さ
れ、少しづつ剥ぎ取るのに著しく手間が掛り、ま
た、細くて深く、作業性の悪い支柱孔から紙管を
取り出すので、更に手間が掛つた。B. Conventional technology The conventional method of making vertical holes in concrete, for example, the conventional technology of constructing post holes for guardrails on roads, is to hold paper tubes vertically and fix them to concrete formwork, and then pour fresh concrete into the concrete formwork. After installing and curing the paper tubes, the paper tubes were ripped out with a metal rod to create vertical support holes in the concrete. According to this method, it takes a lot of time to remove the hard paper tube, and the work efficiency is extremely low. This is because if the paper tube is weak, it will deform under the pressure of concrete placement, so an extremely hard paper tube is used, and it takes a lot of effort to peel it off little by little. It took more time to remove the paper tube.
紙管を除去することなく支柱孔が施工できれば
作業性は著しく向上する。しかしながら、紙管を
残し支柱を固定すると、紙管が腐食して支柱の支
持強度が著しく低下する等用途によつて種々の弊
害が発生する。 If the post holes can be constructed without removing the paper tube, work efficiency will be significantly improved. However, if the paper tube is left in place and the support column is fixed, various problems may occur depending on the use, such as corrosion of the paper tube and significant reduction in support strength of the support column.
更に、紙管は1回しか使用できないので材料コ
ストも高くなり、又ガードレールの支柱孔は一度
に多数施工されることが多く、除去された紙屑の
廃棄処理にも手間が掛る欠点があつた。 Furthermore, since the paper tube can only be used once, the cost of materials is high, and many guardrail support holes are often constructed at one time, resulting in the disadvantage that it takes time and effort to dispose of the removed paper waste.
C 考案の目的
この考案は、細くて深い孔から簡単かつ容易
に、しかも迅速に誰もが脱型でき、更に、材料コ
ストを極減して全体の施工コストを著しく低廉に
でき、更に又、何回も再利用できるので廃棄屑が
発生しないコンクリートに孔を開口する型枠を提
供することを目的とする。C. Purpose of the invention This invention allows anyone to easily and quickly remove the mold from a narrow and deep hole, and also allows for extremely low material costs and extremely low overall construction costs. To provide a formwork for opening holes in concrete that can be reused many times and does not generate waste debris.
D 従来技術の問題点を解決する為の手段
この考案は、型枠全体が中空円筒状に形成され
ると共に、一部が軸方向に延長して切り離されて
おり、かつ、それ自体は、コンクリートの打設圧
では変形されないが、強制的に曲率半径が小さく
なる方向に折曲自在な可撓性を有し、更に、切離
個所は、内側に突出して縦に延長する凸条が設け
られており、脱着具は、両方の凸条を挾着して引
き抜き自在に挿通され、この脱着具を介して切離
個所が脱着自在に連結されている。D Means for solving the problems of the prior art In this invention, the entire formwork is formed into a hollow cylindrical shape, and a part is separated by extending in the axial direction, and the formwork itself is made of concrete. Although it is not deformed by the casting pressure of The attachment/detachment tool is inserted through the attachment/detachment tool so as to be able to be freely pulled out by clamping both of the protrusions, and the separation portion is removably connected via the attachment/detachment tool.
E 作用
この考案の型枠は、コンクリートが硬化した
後、脱着具を引き抜いて切離個所を内側に曲げて
脱型できる。コンクリート型枠に固定するときに
は、脱着具を押し込んで切離個所を連結し、全体
を円筒状に形成する。E. Function The formwork of this invention can be removed from the form by pulling out the removal tool and bending the cut point inward after the concrete has hardened. When fixing to a concrete formwork, a detachable tool is pushed in to connect the separated parts and form the whole into a cylindrical shape.
F 好ましい実施例
以下、この考案の実施例を図面に基づいて説明
する。F Preferred Embodiments Hereinafter, embodiments of this invention will be described based on the drawings.
第1図に示す型枠1は、ガードレール用支柱
等、コンクリート内に孔を施工する型枠で、全体
が円筒状に形成されており、一部が軸方向に延長
して切り離されている。切離部分は、脱着具2を
介して脱着自在に連結されている。 A formwork 1 shown in FIG. 1 is a formwork for constructing a hole in concrete, such as a support for a guardrail, and is formed entirely in a cylindrical shape, with a part extending in the axial direction and being separated. The separation portions are removably connected via an attachment/detachment tool 2.
この型枠1は、全体がポリプロピレン、塩化ビ
ニル、ポリエチレン、ポリウレタン、EVA、ア
クリル等の合成樹脂でもつて形成され、その硬さ
と厚さとは、生コンクリートの打設圧では変形し
ないが、手あるいは棒材で押すと変形できるよう
に決定される。外径が75〜200mmφのもので、肉
厚は、通常2〜7mm、好ましくは3〜5mm程度に
決定される。 This formwork 1 is entirely made of synthetic resin such as polypropylene, vinyl chloride, polyethylene, polyurethane, EVA, acrylic, etc., and its hardness and thickness are such that it does not deform under the pouring pressure of fresh concrete, but it can be used by hand or with a stick. It is determined that it can be deformed when pressed with a material. The outer diameter is 75 to 200 mmφ, and the wall thickness is usually determined to be about 2 to 7 mm, preferably about 3 to 5 mm.
前記の合成樹脂材料が、単独あるいは複数種混
合して使用できるが、ポリエチレンやポリプロプ
レンの廃棄合成樹脂を再利用するのが最適であ
る。 The above synthetic resin materials can be used alone or in combination, but it is best to reuse waste synthetic resins such as polyethylene and polypropylene.
型枠1の全長は長く形成され、現場で、必要な
長さに切断して使用される。 The formwork 1 is formed to have a long overall length, and is used by cutting it to a required length on site.
型枠の軸方向に切り離された端縁3には、内側
に凸条4が設けられている。 A protruding strip 4 is provided on the inner side of the edge 3 cut off in the axial direction of the formwork.
第1図に示す型枠1の凸条4は、第2図に示す
ように、相対向する面と反対側の付根部に溝5を
有し、この溝5に脱着具2が挿入されて切離部が
連結される。 As shown in FIG. 2, the protruding strip 4 of the formwork 1 shown in FIG. The separated parts are connected.
従つて、脱着具2は、弾性金属板が横断面コ字
状に折曲されたもので、コ字状の開口端縁を凸条
4の溝5に案内して凸条4から出し入れする。 Therefore, the attachment/detachment tool 2 is made by bending an elastic metal plate into a U-shaped cross section, and guides the U-shaped opening edge into the groove 5 of the protrusion 4 to insert and remove it from the protrusion 4.
ところで、型枠1は、脱着具2を外すと、それ
自体の弾性で硬化したコンクリート面から脱型で
きるのが理想である。このことを実現するには、
第3図に示すように、脱着具を外すと一方の切離
部が型枠1の復元性で内側に曲るように、即ち脱
着具を外して型枠1の形状を自由に変形させる
と、片方の切離縁から他方の切離縁に向かつてし
だいに曲率半径が小さくなるように成形し、脱着
具で両切離縁を連結すると、全体が完全な円形な
いしはほぼ円形になるように形成すればよい。 By the way, ideally, the formwork 1 can be removed from the hardened concrete surface by its own elasticity when the removal tool 2 is removed. To achieve this,
As shown in Fig. 3, when the attachment/detachment tool is removed, one of the separated parts bends inward due to the restorability of the formwork 1. , if the radius of curvature gradually decreases from one separated edge to the other, and when both separated edges are connected with a detachable tool, the whole becomes a perfect or almost circular shape. good.
第4図に示す型枠1は、凸条4内に横断面L字
状のスリツト6が縦に延長して設けられている。
スリツト6は、型枠の両切離端縁に設けられた凸
条4の相対向面に開口しており、ここに、横断面
コ字状の脱着具2が引き自在に挿通されて両凸条
4が挾着状態に連結される。 In the formwork 1 shown in FIG. 4, a slit 6 having an L-shaped cross section is provided in a protruding strip 4 to extend vertically.
The slits 6 are open on opposing surfaces of the protrusions 4 provided on both cut edges of the formwork, and a detachable tool 2 having a U-shaped cross section is inserted into the slits 6 so as to be freely drawn. The strips 4 are connected in a latched state.
更に、第5図の型枠1は、凸条4内に縦に延長
して溝5が設けられている。溝5は底が広く形成
されている。脱着具2は、両側縁が太く形成され
ており、これら溝5に挿入されると、凸条4は脱
着具2で挾着状態に連結される。 Furthermore, the formwork 1 shown in FIG. 5 is provided with grooves 5 extending vertically within the protrusions 4. The groove 5 has a wide bottom. The attachment/detachment tool 2 has thick edges on both sides, and when inserted into these grooves 5, the protrusions 4 are connected to the attachment/detachment tool 2 in a clamped state.
G 施工状態
脱着具を凸条に挿入して型枠を円筒状に連結
し、これを、コンクリート打設部位に仮り止めし
て生コンクリートを打設する。仮り止めするに
は、外周に軽く針金を巻き付け、この針金をコン
クリート型枠に結束するのが良い。コンクリート
硬化後脱着具を引き抜き、型枠を手で内側に曲げ
るか、あるいは型枠とコンクリートとの間に棒を
押し込んで脱型する。G. Construction status A detachable tool is inserted into the ridge to connect the formwork into a cylindrical shape, which is then temporarily secured to the concrete placement site and ready-mixed concrete is poured. To temporarily secure it, it is best to lightly wrap a wire around the outer periphery and tie the wire to the concrete formwork. After the concrete has hardened, pull out the removal tool and bend the formwork inward by hand or push a rod between the formwork and concrete to remove the form.
H 考案の効果
この考案の型枠は、全体形状が円筒状に形成さ
れると共に、一部が軸方向に延長して切り離され
ており、しかもそれ自体を強制的に変形できる程
度の可撓性を有し、更に、切離個所は、脱着具を
抜き差しすることによつて脱着自在に連結されて
いる。この為、支柱孔の開口部が細く、しかも相
当に深い孔であつても、従来の紙管のように支柱
孔内でバラバラに破損して除去する必要がなく、
脱着具を引き抜いた後、多少内側に湾曲変形する
だけで、コンクリート面から全面が完全に剥離で
き、誰でもが簡単かつ容易に、しかも迅速に脱型
できる特長が実現される。H. Effects of the invention The formwork of this invention has a cylindrical overall shape, a part of which is separated by extending in the axial direction, and is flexible enough to forcibly deform itself. Furthermore, the separation portions are removably connected by inserting and removing an attachment/detachment tool. For this reason, even if the opening of the post hole is narrow and is quite deep, there is no need to remove it because it breaks apart inside the post hole like traditional paper tubes do.
After pulling out the removal tool, the entire surface can be completely peeled off from the concrete surface by simply bending inward a little, making it possible for anyone to easily and quickly remove the mold.
更に、何回も再利用でき、しかも1回の単価は
従来の紙管に比べてそれ程高価にならない為、施
工時の材料コスト並びに人夫コストを極減でき
る。 Furthermore, it can be reused many times, and the unit price per unit is not so expensive compared to conventional paper tubes, so material costs and labor costs during construction can be greatly reduced.
更に又、紙屑等の廃棄物が発生せず、後処理に
も便利な等数々の卓効を実現する。 Furthermore, it does not generate waste materials such as paper scraps, and has many advantages such as being convenient for post-processing.
第1図はこの考案の一実施例を示す型枠であつ
て脱着具と型枠とは実際の長さより短かく切断さ
れた状態を示す斜視図、第2図は第1図に示す型
枠の凸条部分の水平断面図、第3図は第1図に示
す型枠の脱型状態を示す平面図、第4図および第
5図は他の実施例に係る型枠の連結部分を示す拡
大水平断面図である。
1……型枠、2……脱着具、3……端縁、4…
…凸条、5……溝、6……スリツト。
Figure 1 is a perspective view of a formwork showing an embodiment of this invention, with the attachment/detachment tool and the formwork cut to a length shorter than their actual length, and Figure 2 is a perspective view of the formwork shown in Figure 1. 3 is a plan view showing the formwork shown in FIG. 1 in a demolded state, and FIGS. 4 and 5 show connecting parts of formworks according to other embodiments. FIG. 3 is an enlarged horizontal cross-sectional view. 1... Formwork, 2... Detachment tool, 3... Edge, 4...
...Protruding stripes, 5...grooves, 6...slits.
Claims (1)
ンクリート内に孔を施工する型枠であつて、全
体が中空円筒状に形成されると共に、一部が軸
方向に延長して切り離されており、この縦に切
り離された部分は脱着具を介して脱着自在に連
結されており、更に、それ自体は、コンクリー
トの打設圧によつては変形しないが、曲率半径
が少なくなる方向に強制的に曲げると変形でき
る可撓性を有し、更に又、軸方向に切り離され
た部分は、内側に突出して縦に延長する凸条が
設けられており、脱着具は両凸条を挾着して縦
に引き抜き自在に挿通されており、コンクリー
ト硬化後に脱着具を凸条から引き抜き、コンク
リート硬化面から脱型できるように構成された
コンクリートに孔を開口する型枠。 (2) 全体がポリプロプレン、ポリエチレン、塩化
ビニル、EVAのいずれかである実用新案登録
請求の範囲第(1)項記載のコンクリートに孔を開
口する型枠。 (3) 凸条は、相対向する面と反対側の付根部に溝
を有し、脱着具は弾力性を有する金属が断面コ
字状に折曲されており、コ字状に形成された開
口端縁が溝に挿入されて脱着具が凸条を挾着す
る実用新案登録請求の範囲第(1)項記載のコンク
リートに孔を開口する型枠。[Scope of Claim for Utility Model Registration] (1) A formwork that is temporarily fixed to a site where concrete is to be placed and is used to construct a hole in the concrete, and is formed entirely in a hollow cylindrical shape, with a portion extending in the axial direction. This vertically separated part is removably connected via an attachment/detachment tool, and furthermore, although it does not deform due to the concrete placement pressure, the curvature It has the flexibility to be deformed by forcibly bending in the direction where the radius decreases, and furthermore, the part separated in the axial direction is provided with a protrusion that protrudes inward and extends vertically. is inserted into the formwork so that it can be freely pulled out vertically by gripping both protrusions, and after the concrete has hardened, the removal tool can be pulled out from the protrusions and removed from the hardened surface of the concrete. . (2) A formwork for making holes in concrete according to claim (1) of the utility model registration, which is entirely made of polypropylene, polyethylene, vinyl chloride, or EVA. (3) The protruding strip has a groove at the base opposite to the facing surface, and the detachable tool is made of resilient metal bent to have a U-shaped cross section. A formwork for making a hole in concrete as set forth in claim (1) of the utility model registration claim, wherein the opening edge is inserted into a groove and a detachable tool clamps the protruding strip.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6681184U JPS60177251U (en) | 1984-05-07 | 1984-05-07 | Formwork for making holes in concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6681184U JPS60177251U (en) | 1984-05-07 | 1984-05-07 | Formwork for making holes in concrete |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS60177251U JPS60177251U (en) | 1985-11-25 |
JPH022830Y2 true JPH022830Y2 (en) | 1990-01-23 |
Family
ID=30600054
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6681184U Granted JPS60177251U (en) | 1984-05-07 | 1984-05-07 | Formwork for making holes in concrete |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60177251U (en) |
-
1984
- 1984-05-07 JP JP6681184U patent/JPS60177251U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS60177251U (en) | 1985-11-25 |
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