JPS6315486Y2 - - Google Patents
Info
- Publication number
- JPS6315486Y2 JPS6315486Y2 JP3313983U JP3313983U JPS6315486Y2 JP S6315486 Y2 JPS6315486 Y2 JP S6315486Y2 JP 3313983 U JP3313983 U JP 3313983U JP 3313983 U JP3313983 U JP 3313983U JP S6315486 Y2 JPS6315486 Y2 JP S6315486Y2
- Authority
- JP
- Japan
- Prior art keywords
- wire mesh
- mesh
- outflow prevention
- formwork
- 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
- 230000002265 prevention Effects 0.000 claims description 20
- 238000009415 formwork Methods 0.000 claims description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 239000002023 wood Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 239000000123 paper Substances 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 239000005060 rubber Substances 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【考案の詳細な説明】
産業上の利用分野
この考案はコンクリートの打設・養生に用いる
金網製型枠に関する。[Detailed description of the invention] Industrial application field This invention relates to a wire mesh formwork used for pouring and curing concrete.
従来技術
従来、支柱を相対向させ一定間隔離して立設
し、該支柱間の両側に金網を平行に張設し、該金
網間にコンクリートを打設してコンクリート構造
物を構築する工法が広く実施されている。Conventional technology Conventionally, there has been a widely used method of constructing concrete structures by erecting columns facing each other and separating them for a certain period of time, placing wire mesh in parallel on both sides between the columns, and pouring concrete between the wire meshes. It has been implemented.
このような型枠において問題となるのは、コン
クリート打設時に、金網下端部からコンクリート
が溢れ出て、支柱や端太材に付着してしまうこと
である。溢れ出たコンクリートは構造物の外観を
大きく損うほか、後に支柱や端太材等を取外す際
の作業を困難にしてしまう。 A problem with such formwork is that during concrete pouring, concrete overflows from the lower end of the wire mesh and adheres to the supports and end pieces. The overflowing concrete not only greatly damages the appearance of the structure, but also makes it difficult to remove the supports and end pieces later.
考案の目的
この考案は以上の問題点を解決し、コンクリー
トが打設後に金網から溢れ出ることがなく、全体
の施工を容易にすると共に経済性にも優れた金網
製型枠を提供することを目的とする。Purpose of the invention This invention solves the above problems and provides a wire mesh formwork that prevents concrete from overflowing from the wire mesh after pouring, facilitates the overall construction, and is highly economical. purpose.
考案の構成
この考案は金網と該金網の外側に立設した支柱
および該支柱を支持する端太材からなる金網製型
枠であつて、金網の下端部には、所定高さだけ網
目のないまたは実質的に網目のない流出防止部が
形成されている。Structure of the invention This invention is a wire mesh formwork consisting of a wire mesh, a post set up on the outside of the wire mesh, and a thick piece of wood to support the support. Alternatively, a substantially meshless outflow prevention portion is formed.
該流出防止部の実施態様は次のとおりである。 The embodiment of the outflow prevention part is as follows.
金網下端部に紙、樹脂、布、ゴム等からなる
帯状の流出防止部を張設して流出防止部を形成
する。 A band-shaped outflow prevention section made of paper, resin, cloth, rubber, etc. is stretched over the lower end of the wire mesh to form the outflow prevention section.
金網の製作時に網目部分と一体に網目加工し
ない薄鋼板を形成し、該薄鋼板を流出防止部と
する。 When manufacturing the wire mesh, a thin steel plate without mesh processing is formed integrally with the mesh part, and the thin steel plate is used as an outflow prevention part.
金網の下端部を所定高さだけ上方の網目部分
よりさらに細かい網目部分に加工して、流出防
止部を形成する。 The lower end of the wire mesh is processed to have a mesh part finer than the upper mesh part by a predetermined height to form the outflow prevention part.
実施例
以下この考案を図面に示す実施例に基いて説明
する。Embodiments This invention will be explained below based on embodiments shown in the drawings.
第1図はこの考案における金網製型枠であり、
金網1と該金網1を支持する支柱3および端太材
4からなる型枠を相対向して立設し、それぞれの
外側に外端太とする中空鋼管を介し間隔保持具に
より一定間隔離して組立てられている。 Figure 1 shows the wire mesh formwork in this invention.
A formwork consisting of a wire mesh 1, a pillar 3 supporting the wire mesh 1, and a thick end material 4 is erected facing each other, and is separated for a certain period of time by a spacing holder through a hollow steel pipe with a thick outer end on the outside of each. It is assembled.
金網1の下端には所定高さだけ帯状の流出防止
片2aを取付けて流出防止部2を形成する。流出
防止片2aは耐水性を有する紙、樹脂、布、ゴム
等からなり、金網1には、金具・接着剤等で取付
け、作業の状況に応じて金網の内側または外側の
一方に形成する。このように金網下端部に流出防
止部2が設けられているので、コンクリート打設
後に金網から溢れ出ることがない。 A band-shaped outflow prevention piece 2a is attached to the lower end of the wire mesh 1 by a predetermined height to form a outflow prevention section 2. The outflow prevention piece 2a is made of water-resistant paper, resin, cloth, rubber, etc., and is attached to the wire mesh 1 with metal fittings, adhesive, etc., and is formed on either the inside or the outside of the wire mesh depending on the work situation. Since the outflow prevention part 2 is provided at the lower end of the wire mesh in this way, concrete will not overflow from the wire mesh after pouring.
上記の他、この考案に用いる金網の実施例を第
2図、第3図に示す。 In addition to the above, examples of the wire mesh used in this invention are shown in FIGS. 2 and 3.
第2図の金網1は、その製作時に網目部分と一
体に網目加工しない薄鋼板2bを形成して、流出
防止部2としたものである。 The wire mesh 1 shown in FIG. 2 is manufactured by forming a thin steel plate 2b which is not meshed integrally with the mesh portion to form the outflow prevention portion 2.
また第3図の実施例は、金網1の下端部を所定
高さだけ上方の網目部分よりさらに細かい網目部
分2cに加工して、流出防止部2を形成してい
る。 In the embodiment shown in FIG. 3, the outflow prevention part 2 is formed by processing the lower end of the wire mesh 1 into a mesh part 2c that is finer than the upper mesh part by a predetermined height.
考案の効果
この考案は以上の構成を有し、コンクリート打
設後、コンクリートが金網から溢れ出ることがな
いので、構造物の外観を損うことがない。また、
ノロが端太材や支柱に付着することもないので、
コンクリート養生後の型枠取外し作業が容易であ
る。Effects of the invention This invention has the above-mentioned configuration, and since concrete does not overflow from the wire mesh after concrete is poured, the appearance of the structure is not damaged. Also,
Since slag does not adhere to end pieces or pillars,
Formwork removal work after concrete curing is easy.
また組立に際しては、従来の型枠用金網に流出
防止片を形成すればよいので取付け作業も簡単で
ある。さらに施工費用も安い等多くのメリツトが
あり、実用性は非常に高い。 Furthermore, during assembly, the outflow prevention pieces can be simply formed on the conventional wire mesh for formwork, so the installation work is simple. Furthermore, it has many advantages such as low construction costs, making it extremely practical.
第1図はこの考案の実施例を示す斜視図、第2
図、第3図はそれぞれ他の実施例に使用する金網
の正面図である。
1……金網、2……流出防止部、2a……流出
防止片、2b……薄鋼板、2c……網目部分、3
……支柱、4……端太材。
Figure 1 is a perspective view showing an embodiment of this invention;
3 and 3 are front views of wire meshes used in other embodiments, respectively. DESCRIPTION OF SYMBOLS 1... Wire mesh, 2... Outflow prevention part, 2a... Outflow prevention piece, 2b... Thin steel plate, 2c... Mesh part, 3
... Prop, 4... Thick lumber.
Claims (1)
支柱を支持する端太材からなる金網製型枠であ
つて、金網の下端部に所定高さだけ網目のない
または実質的に網目のない流出防止部を形成し
てあることを特徴とする金網製型枠。 (2) 流出防止部は、金網に流出防止片を張設して
形成してある実用新案登録請求の範囲第1項記
載の金網製型枠。 (3) 流出防止部は金網の網目部分と一体に形成し
た薄鋼板である実用新案登録請求の範囲第1項
記載の金網製型枠。 (4) 流出防止部は金網の網目部分よりさらに細か
い網目部分に形成してある実用新案登録請求の
範囲第1項記載の金網製型枠。[Scope of Claim for Utility Model Registration] (1) A wire mesh formwork consisting of a wire mesh, a post erected on the outside of the wire mesh, and a thick piece of wood to support the support, where the lower end of the wire mesh has a predetermined height. A wire mesh formwork characterized by forming a meshless or substantially meshless outflow prevention part. (2) The wire mesh formwork according to claim 1 of the utility model registration claim, wherein the flow prevention portion is formed by extending a flow prevention piece over a wire mesh. (3) The wire mesh formwork according to claim 1 of the utility model registration claim, wherein the outflow prevention portion is a thin steel plate formed integrally with the mesh portion of the wire mesh. (4) The wire mesh formwork according to claim 1 of the utility model registration claim, wherein the outflow prevention portion is formed in a mesh portion that is finer than the mesh portion of the wire mesh.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3313983U JPS59138653U (en) | 1983-03-08 | 1983-03-08 | wire mesh formwork |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3313983U JPS59138653U (en) | 1983-03-08 | 1983-03-08 | wire mesh formwork |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS59138653U JPS59138653U (en) | 1984-09-17 |
JPS6315486Y2 true JPS6315486Y2 (en) | 1988-04-30 |
Family
ID=30163943
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3313983U Granted JPS59138653U (en) | 1983-03-08 | 1983-03-08 | wire mesh formwork |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS59138653U (en) |
-
1983
- 1983-03-08 JP JP3313983U patent/JPS59138653U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS59138653U (en) | 1984-09-17 |
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