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JPH01203564A - Concrete placing form - Google Patents

Concrete placing form

Info

Publication number
JPH01203564A
JPH01203564A JP2701588A JP2701588A JPH01203564A JP H01203564 A JPH01203564 A JP H01203564A JP 2701588 A JP2701588 A JP 2701588A JP 2701588 A JP2701588 A JP 2701588A JP H01203564 A JPH01203564 A JP H01203564A
Authority
JP
Japan
Prior art keywords
formwork
concrete
core
cloth sheet
component
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
Application number
JP2701588A
Other languages
Japanese (ja)
Inventor
Yoshinobu Ishimoto
石本 嘉信
Shigeki Takai
高居 繁輝
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kanebo Ltd
Original Assignee
Kanebo Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Kanebo Ltd filed Critical Kanebo Ltd
Priority to JP2701588A priority Critical patent/JPH01203564A/en
Publication of JPH01203564A publication Critical patent/JPH01203564A/en
Pending legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Retaining Walls (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

PURPOSE:To improve durability, by using a cloth sheet of compound filaments of a core sleeve mechanism for a concrete placing form. CONSTITUTION:The cloth sheet 1 of core sleeve type compound filament composition for using polyester or polyolefin for core component, and polyamide for sleeve component is used for the surface of a mold consisting of wooden or metallic porous plates 2, as internal lining material. Then, the form excellent in dimensional stability and durability can be obtained.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は布シートを型枠として使用するコンクリート打
設型枠に関する。更に詳しくは合成繊維よりなる布シー
トを型枠として使用するコンクリート打設型枠に於いて
、型枠の寸法安定性及び耐久性が良好で長期繰返し使用
に耐える型枠に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Field of Application) The present invention relates to a concrete casting form using a cloth sheet as the form. More specifically, the present invention relates to concrete casting formwork that uses a cloth sheet made of synthetic fiber as the formwork, and which has good dimensional stability and durability and can withstand repeated use over a long period of time.

(従来の技術) 従来、法面等のコンクリート打設工法として布シート等
の多孔性資材を利用する方法が知られている。例えば、
特開昭6″0−26728号(「法面等の保護工法」)
公報には、水は透過させるがセメント粒子は透過させな
い無数の細孔を有する可撓性シートを法面保護工法に利
用する方法が提案されている。又、特開昭61−187
928号(「法面コンクリート打設型枠」)公報には、
複数の透孔を設けた堰板の表面に多孔性資材を貼設した
型枠が提案されている。しかしながら、これらの公報に
は可撓性シートあるいは多孔性資材の具体的な記載がな
く、また一般的にも土木用資材に用いられる繊維シート
としては、ポリエチレン、ポリプロピレン、ポリエステ
ル、ポリアミドなどの繊維形成性ポリマーからなる織編
布や不織布等が知られている程度である。
(Prior Art) Conventionally, methods of using porous materials such as cloth sheets have been known as methods for pouring concrete on slopes and the like. for example,
Unexamined Japanese Patent Publication No. 6″0-26728 (“Protection method for slopes, etc.”)
The publication proposes a method in which a flexible sheet having countless pores that allows water to pass through but does not allow cement particles to pass through is used in a slope protection method. Also, JP-A-61-187
In Publication No. 928 (“Slope Concrete Placement Formwork”),
A formwork has been proposed in which a porous material is pasted on the surface of a weir plate with a plurality of through holes. However, these publications do not specifically describe flexible sheets or porous materials, and fiber sheets generally used for civil engineering materials include fibers made of polyethylene, polypropylene, polyester, polyamide, etc. Woven or knitted fabrics or non-woven fabrics made of synthetic polymers are only well known.

(発明が解決しよ゛うとする問題点) 本発明者等の検討によれば、従来から知られているこれ
らの繊維シートをコンクリート打設用の型枠として使用
しようとすると、種々の欠点を有することが分かった。
(Problems to be Solved by the Invention) According to studies by the present inventors, when trying to use these conventionally known fiber sheets as formwork for concrete pouring, various drawbacks arise. It was found that it has.

例えばポリエチレン、ポリプロピレン等のポリオレフィ
ンからは一般に透水係数の高いシートを得ることができ
るが、型枠として使用するには透水係数が高すぎて、セ
メント粒子まで通過してしまうと言う欠点2がある。又
これを改善するため透水係数を適度に低(しようとする
と、厚みのあるシートとなってしまい、コンクリート打
設時にコンクリートに接する面が圧迫されてコンクリー
ト表面が均一にならないという不都合を生じる。
For example, sheets with a high water permeability can generally be obtained from polyolefins such as polyethylene and polypropylene, but the water permeability is too high to be used as formwork, and there is a drawback that even cement particles can pass through. In addition, if an attempt is made to reduce the permeability coefficient to an appropriate level in order to improve this problem, the sheet will become thick, causing the inconvenience that the surface in contact with the concrete will be compressed during concrete pouring and the concrete surface will not be uniform.

本発明は従来のコンクリート打設型枠が備えるこの様な
欠点の解消を目的とするものである。
The present invention aims to eliminate these drawbacks of conventional concrete casting forms.

(問題点を解決するための手段) 本発明は上記目的を達成するために次の構成を備えてい
る。即ち合成繊維よりなる布シートを型枠用資材又は型
枠の内貼り用資材として使用するることを特徴とするも
のである。
(Means for Solving the Problems) The present invention has the following configuration to achieve the above object. That is, it is characterized in that a cloth sheet made of synthetic fibers is used as a material for the formwork or as a material for lining the formwork.

本発明において、芯成分を構成するポリエステル及びポ
リオレフィンは、紡糸時に鞘成分との関連で決まる紡糸
温度で適当な粘性を有する必要があるが、例えばポリエ
ステルとしては、ポリアルキレンテレフタレート、共重
合ポリアルキレンテレフタレート、ポリ〔1,4−シク
ロヘキサンジオール・テレフタレート〕等が使用される
が、製織後の寸法安定性を確実なものとするためには、
ポリエチレンテレフタレート、ポリブチレンテレフタレ
ート及びポリ〔1,4−シクロヘキサンジオール・テレ
フタレート〕の使用が好ましく、特に経済的に入手し易
いポリエチレンテレフタレートの使用が最適である。ま
た、ポリオレフィンとしてはポリエチレン、ポリプロピ
レン、ポリブテン−1等が使用できるが、紡糸時の安定
性や取り扱い易さの点から、ポリエチレン、ポリプロピ
レンが好適であり、特に紡糸温度の選択の容易なポリプ
ロピレジの使用が好ましい。
In the present invention, the polyester and polyolefin constituting the core component must have an appropriate viscosity at the spinning temperature determined in relation to the sheath component during spinning. , poly[1,4-cyclohexanediol terephthalate], etc., but in order to ensure dimensional stability after weaving,
It is preferable to use polyethylene terephthalate, polybutylene terephthalate, and poly[1,4-cyclohexanediol terephthalate], and it is particularly optimal to use polyethylene terephthalate, which is economically easily available. Polyethylene, polypropylene, polybutene-1, etc. can be used as the polyolefin, but from the viewpoint of stability during spinning and ease of handling, polyethylene and polypropylene are preferable, especially polypropylene resin, which allows easy selection of spinning temperature. Use is preferred.

また、鞘成分を構成するポリアミドとしては、ナイロン
6、ナイロン66、ナイロン610、ナイロン12、バ
ラアミノシクロヘキシルメタンとドデカンニ酸との縮合
ポリアミド等の脂肪族ポリアミド、ポリキシリレンアジ
パミド、ポリへキサメチレンフタルアミド等の芳香族ポ
リアミドがいずれも使用できるが、紡糸の容易さ及び経
済性などから、ナイロン6及びナイロン66の使用が好
適である。
In addition, examples of the polyamide constituting the sheath component include nylon 6, nylon 66, nylon 610, nylon 12, aliphatic polyamides such as polyamide condensed with paraaminocyclohexylmethane and dodecanoic acid, polyxylylene adipamide, and polyhexane. Although any aromatic polyamide such as methylene phthalamide can be used, it is preferable to use nylon 6 and nylon 66 from the viewpoint of ease of spinning and economy.

なお、複合フィラメントの形態は、繊維横断面の全周に
わたって鞘成分が連続して存在し、芯成分が露出してい
ないことが重要である。繊維の横断面の形状は、通常の
丸断面形状でよく、また芯成分の配置及び形状は特に限
定されず、単芯、多芯、丸断面、異形断面、同心、偏心
いずれも可能である。しかし、寸法安定性を保証するた
めには、応力が分散しない丸断面の同心的単芯配置、又
は丸断面の多芯配置が好ましい。
It is important that the form of the composite filament is such that the sheath component exists continuously over the entire circumference of the fiber cross section, and the core component is not exposed. The cross-sectional shape of the fiber may be a normal round cross-sectional shape, and the arrangement and shape of the core component are not particularly limited, and may be single-core, multi-core, round cross-section, irregular cross-section, concentric, or eccentric. However, in order to ensure dimensional stability, a concentric single-core arrangement with a round cross section or a multi-core arrangement with a round cross section is preferred, where stress is not dispersed.

芯成分と鞘成分の比率は、容量比率で1=5〜8:1で
あるのが好ましく、特に1:2〜2:1であるのがよい
。鞘成分が少なすぎると、鞘の被膜が薄くなりすぎて、
紡糸時に厚み斑が生じ、被膜が破れ易くなったり、製織
時に外部応力を受けて、被膜が破れたりすることがある
。逆に芯成分が少なすぎると、これらの欠点は生じない
が、引っ張り応力に対する抵抗が小となり、スクリーン
としての寸法安定性に欠けることとなる。
The ratio of the core component to the sheath component is preferably 1=5 to 8:1 in terms of volume ratio, particularly preferably 1:2 to 2:1. If there is too little sheath component, the sheath coating will become too thin,
Thickness unevenness may occur during spinning, making the coating more likely to tear, or the coating may tear due to external stress during weaving. On the other hand, if the core component is too small, these drawbacks will not occur, but the resistance to tensile stress will be low, resulting in a lack of dimensional stability as a screen.

複合フィラメントは、単糸デニールが8〜20dのマル
チフィラメントが好適である。
The composite filament is preferably a multifilament having a single filament denier of 8 to 20 d.

(作用) 本発明のコンクリート打設型枠にあっては、芯鞘構造の
複合フィラメントよりなる布シートを使用している為、
寸法安定性及び耐久性に優れた型枠となり数次の再利用
が可能である。また布シートの強度アップに伴い型枠用
シートを適度に薄くできることよりセメント粒子は通過
させずに空気(気泡)及び余分な水のみを通過排出させ
る事が可能となり、表面が均一でかつ高強度のコンクリ
ートが得られる。以下図面に示す実施例により本発明を
具体的に説明する。
(Function) Since the concrete casting formwork of the present invention uses a cloth sheet made of composite filaments with a core-sheath structure,
The formwork has excellent dimensional stability and durability and can be reused several times. In addition, as the strength of the fabric sheet increases, the formwork sheet can be made appropriately thinner, allowing only air (bubbles) and excess water to pass through and discharge without allowing cement particles to pass through, resulting in a uniform surface and high strength. of concrete is obtained. The present invention will be specifically explained below with reference to embodiments shown in the drawings.

(実施例) 第1図は本発明に係るコンクリート打設型枠の使用状態
を示す説明図で木材あるいは金属板の多孔板より成る型
枠の表面に布シートを貼付したものであり、第2図は同
じく本発明の使用状態(法面等の保護の為のコンクリー
ト打設)を示す説明図で布シートそのものを型枠として
、使用するものである。
(Example) Fig. 1 is an explanatory diagram showing the usage state of the concrete casting form according to the present invention, in which a cloth sheet is pasted on the surface of the formwork made of perforated wood or metal plate. The figure is also an explanatory diagram showing the state of use of the present invention (concrete placement for protection of slopes, etc.), in which the cloth sheet itself is used as a formwork.

種々のフィラメントと織密度の異る布を使い、第1図に
示すごとく多孔板(2)の内側に布シート(1)を緊張
して固定し、コンクリート打設硬化後のコンクリート表
面状態及び布表面状態を調査比較した。その結果を第1
表に示した。ξこで多孔板(2)としては合板(ベニア
板)12mm厚、孔径8皿〆、孔間ピッチ縦横共99m
mのものを使用した。
Using various filaments and fabrics with different weave densities, the fabric sheet (1) was fixed under tension inside the perforated plate (2) as shown in Figure 1, and the concrete surface condition and fabric after concrete placement and hardening were measured. The surface conditions were investigated and compared. The result is the first
Shown in the table. ξThe perforated board (2) here is plywood (veneer board) 12mm thick, hole diameter 8 plates, hole pitch 99m in length and width.
m was used.

また透水係数はJI8A1218r定水位透水試この定
水位透水力リ性の良いナイロン(鞘)と寸法安定性の良
いポリエステル(芯)の複合フィラメントでかつその単
糸デニールが3〜20d1熱水収縮率が10%以下のマ
ルチフィラメントが、強度・寸法安定性の面からみて優
れていると言える。又布シートの厚みを0.2〜l、 
Q mm 、透水係数をlXl0  ” 〜l0XIO
8cm/secとすることがコンクリート打設時の空気
を抜きかつ余分な水を排出させるという本発明の目的に
合致した布シートの条件である。(試料Aはこれらの条
件を満たしており、硬化後のコンクリート表面及び布表
面の状態が極めて良好であるとの結果を得た。) 尚、試料B、D、及びEにみられる布表面へのコンクリ
ート付着は織組織にコンクリートが残ることと、フィラ
メント表面がセメントにおかされた結果である。
In addition, the permeability coefficient is JI8A1218r constant water permeability test.The constant water permeability test is a composite filament of nylon (sheath) with good permeability and polyester (core) with good dimensional stability, and its single yarn denier is 3 to 20d1. It can be said that multifilament of 10% or less is excellent in terms of strength and dimensional stability. Also, the thickness of the cloth sheet is 0.2~l,
Q mm, the hydraulic conductivity is lXl0” ~ l0XIO
8 cm/sec is the condition for the cloth sheet that meets the purpose of the present invention, which is to remove air and drain excess water during concrete pouring. (Sample A satisfied these conditions, and the results showed that the condition of the concrete surface and fabric surface after curing was extremely good.) Furthermore, the fabric surface observed in Samples B, D, and E was found to be in very good condition. The concrete adhesion is a result of the concrete remaining in the woven structure and the filament surface being exposed to cement.

(発明の効果) 本発明のコンクリート打設型枠にあっては芯鞘構造の複
合フィラメントよりなる布シートを使用している為、寸
法安定性及び耐久性に優れた型枠となり、かつ布シート
表面へのコンクリート付着もないので数次の再利用が可
能である。また布シートの強度アップに伴い型枠用シー
トを適度に薄くできることよりセメント粒子は通過させ
ずに空気(気泡)及び余分な水のみを通過排出させる事
が可能となり、表面が均一でかつ高強度のコンクリート
が得られる。
(Effects of the invention) Since the concrete casting formwork of the present invention uses a cloth sheet made of composite filaments with a core-sheath structure, the formwork has excellent dimensional stability and durability, and the cloth sheet Since there is no concrete adhesion to the surface, it can be reused several times. In addition, as the strength of the fabric sheet increases, the formwork sheet can be made appropriately thinner, allowing only air (bubbles) and excess water to pass through and discharge without allowing cement particles to pass through, resulting in a uniform surface and high strength. of concrete is obtained.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明に係るコンクリート打設型枠の使用状態
を示す説明図で木材あるいは金属板の多孔板より成る型
枠の表面に布シートを貼付したものであり、第2図は同
じく本発明の使用状態(法面等の保護の為のコンクリー
ト打設)を示す説明図で布シートそのものを型枠として
使用するものである。
Figure 1 is an explanatory diagram showing the state of use of the concrete pouring form according to the present invention, in which a cloth sheet is attached to the surface of the formwork made of perforated wood or metal plate. This is an explanatory drawing showing the state of use of the invention (concrete pouring to protect slopes, etc.), in which the cloth sheet itself is used as a formwork.

Claims (1)

【特許請求の範囲】[Claims] (1)合成繊維よりなる布シートを型枠用資材又は型枠
の内貼り用資材として使用するコンクリート打設型枠に
於いて、該合成繊維の構成が芯成分にポリエステルある
いはポリオレフィンを鞘成分にポリアミドを用いた芯鞘
型複合フィラメントであることを特徴とするコンクリー
ト打設型枠。
(1) In concrete casting formwork that uses a cloth sheet made of synthetic fibers as a formwork material or formwork lining material, the composition of the synthetic fibers is such that the core component is polyester or polyolefin, and the sheath component is polyester or polyolefin. Concrete pouring formwork characterized by being a core-sheath type composite filament using polyamide.
JP2701588A 1988-02-08 1988-02-08 Concrete placing form Pending JPH01203564A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2701588A JPH01203564A (en) 1988-02-08 1988-02-08 Concrete placing form

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2701588A JPH01203564A (en) 1988-02-08 1988-02-08 Concrete placing form

Publications (1)

Publication Number Publication Date
JPH01203564A true JPH01203564A (en) 1989-08-16

Family

ID=12209270

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2701588A Pending JPH01203564A (en) 1988-02-08 1988-02-08 Concrete placing form

Country Status (1)

Country Link
JP (1) JPH01203564A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009084101A (en) * 2007-09-28 2009-04-23 Seiren Co Ltd Fiber reinforcing material for mortar and mortar formed material using the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009084101A (en) * 2007-09-28 2009-04-23 Seiren Co Ltd Fiber reinforcing material for mortar and mortar formed material using the same

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