JPH0447068A - Permeable canvas stretching simple form - Google Patents
Permeable canvas stretching simple formInfo
- Publication number
- JPH0447068A JPH0447068A JP15702590A JP15702590A JPH0447068A JP H0447068 A JPH0447068 A JP H0447068A JP 15702590 A JP15702590 A JP 15702590A JP 15702590 A JP15702590 A JP 15702590A JP H0447068 A JPH0447068 A JP H0447068A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- permeable
- water
- reinforcing bars
- synthetic fiber
- 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.)
- Pending
Links
- 229920002994 synthetic fiber Polymers 0.000 claims abstract description 23
- 239000004744 fabric Substances 0.000 claims abstract description 22
- 239000012209 synthetic fiber Substances 0.000 claims abstract description 22
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 15
- 238000009415 formwork Methods 0.000 claims description 19
- 239000002759 woven fabric Substances 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 6
- 239000002985 plastic film Substances 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 239000011120 plywood Substances 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 229920006255 plastic film Polymers 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000004745 nonwoven fabric Substances 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- -1 polypropylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は、コンクリート構造物の構築等に使用される
透水布張り簡易型枠に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a simple water-permeable fabric-covered formwork used for constructing concrete structures, etc.
従来、コンクリート構造物を構築する型枠としては、ベ
ニヤ合板等をせき板に使用した木製型枠、鋼板をせき板
に使用した鋼製型枠に大別されるが、このほか合成繊維
布、発泡プラスチックにプラスチックフィルムを貼合わ
せたものに細孔を貫通させたもの、または合成繊維不織
布に細孔を有するプラスチックフィルムを貼着したもの
等を透孔を設けたベニヤ合板に貼付けた透水型枠が知ら
れている。Traditionally, formwork for constructing concrete structures can be roughly divided into wooden formwork using plywood, etc. for the sheathing, and steel formwork using steel plates for the sheathing.In addition, synthetic fiber cloth, Water-permeable formwork made by pasting plastic film on foamed plastic, or plastic film with holes on synthetic fiber nonwoven fabric, attached to plywood with through holes. It has been known.
従来の木製型枠は繰返し使用するには組立や解体作業を
丁寧に行う必要があるばかりでなく2.3回使用後はコ
ンクリート表面の仕上がりが粗悪となり、また鋼製型枠
は非常に重く取扱が容易でなく、使用後の清掃や防錆処
理等の管理が必要で多くの手間がかかり、さらに透水性
型枠はコンクリート中の余剰水分を早く取除くことによ
ってコンクリートの硬化を速めて早期脱型を可能とする
とともにコンクリート中の水分による木製せき板の傷み
を少な(し、コンクリート表面をち密化することによっ
て硬化後雨水の浸入によって鉄筋が腐蝕するのを防止し
、かつコンクリート打ち放し時の表面を美しくすること
を目的とするものであり、打設されたコンクリートの自
重によって生じる側圧はベニヤ合板によって支持される
ので、後記の軽量で簡易構造の型枠においてせき板に代
わるシート材料に生じるコンクリートの側圧を軽減させ
る技術思想を有しないものであり、また型枠の組立てに
は型枠工が当る必要があり、近時熟練工の不足により工
費の増大を招いているため、精度を厳しく要求されない
部分のコンクリート構造物に対しては型枠工を必要とし
ない軽量かつ簡単な構造の型枠の開発が要請されるに至
っているが、この発明はこのような軽量かつ簡単な構造
であり透水布によってコンクリートの側圧を軽減するこ
とができ精度を要求される部分にも適用可能な簡易型枠
を提供することを課題とするものである。Conventional wooden formwork not only requires careful assembly and disassembly work to be used repeatedly, but also has a poor finish on the concrete surface after 2 or 3 uses, and steel formwork is extremely heavy to handle. It is not easy to use, and requires a lot of effort and maintenance such as cleaning and anti-corrosion treatment after use.Furthermore, water-permeable formwork quickly removes excess water from the concrete, speeding up the hardening of the concrete and allowing for early demolition. In addition to making molding possible, it also reduces damage to wooden sheathing boards due to moisture in the concrete.By making the concrete surface denser, it prevents corrosion of reinforcing bars due to rainwater infiltration after hardening, and also reduces the damage to wooden sheathing boards caused by moisture in the concrete. The purpose is to make the concrete beautiful, and the lateral pressure generated by the weight of the poured concrete is supported by the plywood, so the concrete generated on the sheet material that replaces the weir board in the lightweight and simple structure formwork described later. It does not have the technical idea of reducing the lateral pressure of the mold, and a formwork worker is required to assemble the formwork, and the recent shortage of skilled workers has led to an increase in construction costs, so precision is not strictly required. For partial concrete structures, there has been a demand for the development of lightweight and simple-structured formwork that does not require formwork. The object of the present invention is to provide a simple formwork that can reduce the lateral pressure of concrete and can be applied to parts that require precision.
前記の課題を解決するためこの発明は、鉄筋を縦横に交
差させて形成した網状体の片面または表裏両面に、45
〜55デニールのモノフィラメント50〜150本をよ
こ糸とし、65〜75デニールのモノフィラメント50
〜180本をたて糸として織成した合成繊維製平織物を
取付けるか、または貼合わせた透水布張り簡易型枠の手
段を講じるものである。In order to solve the above-mentioned problems, the present invention has a mesh structure formed by intersecting reinforcing bars vertically and horizontally.
-50 to 150 monofilaments of ~55 denier are used as weft yarn, and 50 monofilaments of 65 to 75 denier
A plain fabric made of synthetic fibers woven with ~180 warp yarns is attached, or a simple formwork for covering water-permeable fabric is taken.
この特許出願人は、先に簡易型枠として鉄筋製網状体の
表裏にプラスチックシートを貼合わせたものを特願平1
−273501号として出願したが、この簡易型枠は第
4図に示すように、コンクリート5が打設されるとコン
クリート5の自重による側圧Pがプラスチックシート4
aにかかり網状体を形成する鉄筋1aの網目の間から外
方に膨れてコンクリート構造体を設計どおりの形に構築
することができず仕上げ工事における逃げ寸法を大きく
取る必要があるが、この発明は、第3図に示すように前
記プラスチックシートに代えて透水性の合成繊維製布4
を用いているので、打設されたコンクリート5中の余剰
水6を合成繊維製布4を通して排水するためコンクリー
ト5の側圧Pを著しく減少させるので、合成繊維製布4
が織物であるためフィルム状のシートに比べて高い引裂
強度を有する点と相まって合成繊維製布4の膨れは最少
限度に押さえられコンクリート構造体の躯体の精度を著
しく向上させるものである。The applicant for this patent previously applied for a simple formwork in which plastic sheets were pasted on the front and back sides of a reticulated steel body
This simple formwork was filed as No. 273501, but as shown in Fig. 4, when the concrete 5 is placed, the lateral pressure P due to the concrete 5's own weight is applied to the plastic sheet 4.
This invention solves the problem that the concrete structure cannot be constructed in the designed shape because it swells outward from between the meshes of the reinforcing bars 1a that extend over the meshes of the reinforcing bars 1a that form the net-like structure. As shown in FIG. 3, a water-permeable synthetic fiber cloth 4 is used instead of the plastic sheet.
Since surplus water 6 in the poured concrete 5 is drained through the synthetic fiber cloth 4, the lateral pressure P of the concrete 5 is significantly reduced.
Since it is a woven fabric, it has a higher tear strength than a film-like sheet, and this combined with the fact that the blistering of the synthetic fiber cloth 4 is kept to a minimum, thereby significantly improving the precision of the frame of the concrete structure.
この発明の1実施例について図面を参照して説明する。 An embodiment of the invention will be described with reference to the drawings.
第1図および第2図において、鉄筋または鋼棒(この明
細書においては鉄筋という)1を縦横に交差させ、その
交差点2を溶着して綱状体3が形成される。鉄筋1の外
径は3〜12m5程度であり、縦横の鉄筋1の間隔は2
5〜200mm程度とし直交した格子状に配置される。In FIGS. 1 and 2, reinforcing bars or steel bars (referred to as reinforcing bars in this specification) 1 are crossed vertically and horizontally, and the intersection points 2 are welded to form a rod-like body 3. The outer diameter of the reinforcing bars 1 is approximately 3 to 12 m5, and the vertical and horizontal intervals between the reinforcing bars 1 are 2
They are approximately 5 to 200 mm in length and arranged in a perpendicular grid pattern.
網状体3の表裏にはそれぞれ透水性の合成繊維製布4が
鉄筋1を両側から挟むように溶着、接着またはホチキス
止め等により貼合わされる。この場合、鉄筋1と合成繊
維製布4との接着状態が強固なものにおいては合成繊維
製布4は網状体3の片面のみから接着するか、または綱
状体3の交差点2の部分に対して裏から当て布を当てて
接着するようにしてもよい。Water-permeable synthetic fiber cloth 4 is bonded to the front and back sides of the net-like body 3 by welding, gluing, stapling, etc. so as to sandwich the reinforcing bars 1 from both sides. In this case, if the adhesion between the reinforcing bars 1 and the synthetic fiber cloth 4 is strong, the synthetic fiber cloth 4 may be bonded only from one side of the net-like body 3 or at the intersection 2 of the rope-like body 3. Alternatively, the adhesive may be adhered by applying a patch cloth from the back side.
前記の合成繊維製布4としてはポリエステル、ナイロン
またはポリプロピレン等の繊維を使用し、よこ糸として
45〜55デニールのモノフィラメントを25〜150
本、たて糸として65〜75デニールのモノフィラメン
トを25〜180本で平織としたものが用いられる。As the synthetic fiber cloth 4, fibers such as polyester, nylon, or polypropylene are used, and the weft is a monofilament of 45 to 55 deniers.
A plain weave of 25 to 180 monofilaments of 65 to 75 deniers is used as the warp yarn.
この場合、よこ糸として無撚の45〜55デニールのモ
ノフィラメントを50〜150本、たて糸として無撚の
65〜75デニールのモノフィラメントを50〜180
本で平織としたものは良好な透水性を有するにもかかわ
らずセメント微粒子を流出させないのでコンクリートの
表面をち密にし十分な強度が得られる。In this case, 50 to 150 untwisted 45 to 55 denier monofilaments are used as the weft, and 50 to 180 untwisted 65 to 75 denier monofilaments are used as the warp.
Although plain weave has good water permeability, it does not allow cement particles to flow out, making the concrete surface dense and providing sufficient strength.
この発明は、枠組が鉄筋の網状体であり、かつせき板に
相当する部分が透水性の合成繊維製布であるため、きわ
めて軽量かつ取扱いが容易であり、型枠工でな(ても容
易に型枠を組立てることができ、コンクリート表面の仕
上がりが良好であり、特に打設されたコンクリートの余
剰水が透水性の合成繊維製布を通して排水されるため透
水性合成繊維製布に対してコンクリートによって生じる
側圧を著しく減少させるので合成繊維製布の膨れを最小
限に押えることができコンクリート製体の精度を向上さ
せることができる。In this invention, the framework is a mesh of reinforcing bars, and the parts corresponding to the weir plates are made of water-permeable synthetic fiber cloth, so it is extremely lightweight and easy to handle. The formwork can be assembled quickly, and the concrete surface has a good finish, especially since excess water from poured concrete is drained through the water-permeable synthetic fiber fabric, making it easier to assemble the concrete than the water-permeable synthetic fabric fabric. Since the lateral pressure caused by this method is significantly reduced, the blistering of the synthetic fiber cloth can be minimized, and the precision of the concrete body can be improved.
また、透水性の合成繊維製布が水および空気を排出する
にもかかわらずセメント微粒子を排出しないので、コン
クリート表面のあばたの発生率が減少し、かつ表面のち
密な十分な強度と耐久性を有するコンクリート構造物が
得られる。In addition, the water-permeable synthetic fiber fabric expels water and air but does not expel cement particles, reducing the incidence of pockmarking on the concrete surface and ensuring the surface is dense and has sufficient strength and durability. A concrete structure having the following characteristics is obtained.
第1図〜第3回は、この発明の実施例を示すもので、第
1図は平面図、第2図は第1図の■−■線における拡大
切断端面図、第3図は第2図と同様な作用説明図、第4
図はプラスチックシートを使用した第3図と同様な作用
説明図である。
1・・・鉄筋、3・・・網状体、4合成繊維製布筒
図
第
図
第
図
第
図Figures 1 to 3 show embodiments of the present invention; Figure 1 is a plan view, Figure 2 is an enlarged cutaway end view taken along the line ■-■ in Figure 1, and Figure 3 is a cross-sectional view of the Action explanatory diagram similar to the figure, 4th
The figure is an explanatory view of the operation similar to FIG. 3 using a plastic sheet. 1... Reinforcing bars, 3... Reticular body, 4 Synthetic fiber cloth tube Figure Figure Figure Figure
Claims (1)
)の表裏から透水性の合成繊維製布(4)を貼合わせた
透水布張り簡易型枠。 2、鉄筋(1)を縦横に交差させて形成した網状体(3
)の片面に透水性の合成繊維製布(4)を取付けた透水
布張り簡易型枠。 3、透水性の合成繊維製布(4)が45〜55デニール
のモノフィラメント50〜150本をよこ糸とし、65
〜75デニールのモノフィラメント50〜180本をた
て糸として織成した平織物である請求項1または2記載
の透水布張り簡易型枠。[Claims] 1. A mesh body (3
) is laminated with water-permeable synthetic fiber cloth (4) from the front and back. 2. A mesh body (3) formed by crisscrossing reinforcing bars (1) vertically and horizontally.
) with a water-permeable synthetic fiber cloth (4) attached to one side. 3. The water-permeable synthetic fiber cloth (4) has 50 to 150 monofilaments of 45 to 55 deniers as weft threads, and 65
The simple formwork covered with water-permeable fabric according to claim 1 or 2, which is a plain woven fabric woven with 50 to 180 monofilaments of ~75 deniers as warp yarns.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15702590A JPH0447068A (en) | 1990-06-14 | 1990-06-14 | Permeable canvas stretching simple form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15702590A JPH0447068A (en) | 1990-06-14 | 1990-06-14 | Permeable canvas stretching simple form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0447068A true JPH0447068A (en) | 1992-02-17 |
Family
ID=15640541
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15702590A Pending JPH0447068A (en) | 1990-06-14 | 1990-06-14 | Permeable canvas stretching simple form |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0447068A (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63252703A (en) * | 1987-04-09 | 1988-10-19 | 鹿島建設株式会社 | Formwork for manufacturing concrete member |
-
1990
- 1990-06-14 JP JP15702590A patent/JPH0447068A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63252703A (en) * | 1987-04-09 | 1988-10-19 | 鹿島建設株式会社 | Formwork for manufacturing concrete member |
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