JP6539003B1 - Fabric formwork - Google Patents

Fabric formwork Download PDF

Info

Publication number
JP6539003B1
JP6539003B1 JP2019043809A JP2019043809A JP6539003B1 JP 6539003 B1 JP6539003 B1 JP 6539003B1 JP 2019043809 A JP2019043809 A JP 2019043809A JP 2019043809 A JP2019043809 A JP 2019043809A JP 6539003 B1 JP6539003 B1 JP 6539003B1
Authority
JP
Japan
Prior art keywords
fabric
woven
warp
warps
fabrics
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.)
Active
Application number
JP2019043809A
Other languages
Japanese (ja)
Other versions
JP2020147914A (en
Inventor
高垣 勝彦
勝彦 高垣
聡史 川端
聡史 川端
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.)
Maeda Kosen Co Ltd
Original Assignee
Maeda Kosen Co 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 Maeda Kosen Co Ltd filed Critical Maeda Kosen Co Ltd
Priority to JP2019043809A priority Critical patent/JP6539003B1/en
Application granted granted Critical
Publication of JP6539003B1 publication Critical patent/JP6539003B1/en
Publication of JP2020147914A publication Critical patent/JP2020147914A/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

【課題】固結材の流れを阻害せずに固結材を充填でると共に、固結材の充填に伴う生地の引き攣れを効果的に防止してコンクリート保護構造物の表面をきれいな成形面として形成できる、布製型枠を提供すること。【解決手段】平織した上生地20aと下生地20bの間に、経糸21に沿わせて織り込んだ複数の連結経糸31を束化してX形に交差させた複数の連結経紐30a,30bで連結すると共に、上下生地20a,20bに連結経糸31を高密度に織り込んで、連結経糸31と経糸21との交錯抵抗の大きな密帯部23を形成した。【選択図】図3[Problem] A filling material can be filled without inhibiting the flow of the filling material, and the pulling of the dough with the filling of the filling material can be effectively prevented to form a clean molding surface on the surface of the concrete protection structure. To provide a fabric form that can be formed as SOLUTION: A plurality of connected warps 31 woven along a warp 21 are bundled between a plain weave upper fabric 20a and a lower fabric 20b, and they are linked by a plurality of linked warps 30a and 30b crossed in an X shape. At the same time, the connecting warps 31 are woven into the upper and lower fabrics 20a and 20b at a high density to form a dense band 23 having a large resistance to crossing between the connecting warps 31 and the warps 21. [Selected figure] Figure 3

Description

本発明は法面保護や護岸等を扁平状のコンクリート保護構造物で被覆するための二層織物製の布製型枠に関する。   The present invention relates to a two-layer fabric fabric form for coating slope protection, revetment and the like with a flat concrete protection structure.

布製型枠は特許文献1〜4に開示されている。
図7を参照して説明すると、従来の布製型枠は平織した上生地aと下生地bとからなり、一部の経糸に沿わせた連結経糸cを互いに離隔した両生地a,b間でX形に交差させて製織し、両生地a,b間に連結経糸cの横断長分の連続した型枠空間eを形成するように構成されている。
布製型枠を使用する場合は、布製型枠の一部に設けた注入口を通じて型枠空間eにスラリー状の固結材を充填することで扁平状のコンクリート保護構造物を構築している。
Fabric formwork is disclosed in Patent Documents 1 to 4.
Referring to FIG. 7, the conventional cloth formwork is composed of a plain weave upper fabric a and a lower fabric b, and connecting warps c along a part of the warps are separated from each other between the two fabrics a and b. It crosses X form and is woven, and it is comprised so that the continuous formwork space e of the transversal long part of the connection warp c may be formed between both cloths a and b.
In the case of using a fabric form, a flat concrete protective structure is constructed by filling the form-like space e with a slurry-like consolidated material through an injection port provided in a part of the fabric form.

連結経糸cには固化材の充填圧力で破断しないだけの引張強度を確保する必要がある。
連結経糸cの強度の確保手段として従来は、連結経糸cの配列数を増やす方法と、高強度糸を用いる方法が知られている。
前者の方法は、交差する連結経糸cの配列数を増やして帯状にすることで、連結経糸cの一本当たりの張力負担を軽減する方法である。
後者の方法は経糸より大径の連結経糸cを使用して連結経糸cそのものの引張強度を高める方法である。
It is necessary to secure the tensile strength of the connecting warp c which is not broken by the filling pressure of the solidifying material.
Conventionally, as a means for securing the strength of the connecting warp c, a method of increasing the number of sequences of the connecting warp c and a method of using a high-strength thread are known.
The former method is a method of reducing the tension load per one connecting warp c by increasing the number of the arranged connecting warps c crossing each other to form a band.
The latter method is a method of increasing the tensile strength of the linked warp c itself by using the linked warp c larger in diameter than the warp.

特開昭61−179337号公報JP-A-61-179337 特開昭62−125042号公報Japanese Patent Application Laid-Open No. 62-125042 特開平7−310430号公報Japanese Patent Application Laid-Open No. 7-310430 特開平10−8472号公報JP 10-8472 A

従来の布製型枠はつぎの問題点を有している。
<1>連結経糸cを帯状の形態で配置した布製型枠にあっては、帯状の結経糸c群が型枠空間e内における固結材の流動を阻害して固結材の充填性が悪い。
固結材の充填性を良くするために連結経糸cの本数を減らして帯幅dを狭くすると、1本当たりの張力負担が増して連結経糸cが切れ易くなる。
また注入口から距離が離れるほど固結材の充填性が悪くなることから、注入口の数を増やすとコスト高になるうえに充填回数が増して作業性が悪くなる。
さらに、固結材そのものの流動性を高めようとすると、別途に流動化剤の混入が必要となる。
<2>両生地a,bの一部に大径の連結経糸cを織り込んだ布製型枠にあっては、コストが嵩む問題がある。
<3>従来の布製型枠は両生地a,bの全体が均一の密度で平織されているため、連結経糸cと緯糸間の交錯力が不足する。特に図7(B)に示したように両生地a,bに大径の連結経糸cを使用した場合は、連結経糸cと緯糸f間の交錯力が不足する。
固結材の充填に伴う布製型枠の内圧が連結経糸cと緯糸f間の交錯力を越えると、連結経糸cがスリップして生地a,bに引き攣れを生じる。生地a,bに引き攣れを生じると、生地a,bにシワができてコンクリート保護構造物の表面が粗悪面となって外観性が損なわれる。
さらに、連結経糸cがスリップすると、型枠空間e内における連結経糸cの連結長が長くなってコンクリート保護構造物の躯体厚が過大に厚くなる。
The conventional fabric form has the following problems.
<1> In the fabric form in which the connecting warp c is arranged in the form of a band, the band-like bound warp c group blocks the flow of the solid material in the form space e and the filling property of the solid material is bad.
If the number of connecting warps c is reduced and the band width d 2 is narrowed in order to improve the filling property of the consolidated material, the tension load per thread increases and the connecting warp c becomes easy to break.
Further, since the packing property of the consolidated material deteriorates as the distance from the injection port increases, the cost increases as the number of injection ports increases, and the number of times of filling increases and the workability deteriorates.
Furthermore, in order to increase the fluidity of the solid material itself, it is necessary to mix the fluidizing agent separately.
<2> There is a problem that the cost is increased in the case of the cloth-made form in which the connecting warp c having a large diameter is woven into a part of both the fabrics a and b.
<3> In the conventional cloth-made formwork, since the whole of both fabrics a and b are plain-woven with uniform density, the cross power between the connecting warp c and weft is insufficient. In particular, as shown in FIG. 7 (B), when the connecting warp c with a large diameter is used for both the fabrics a and b, the interlinking force between the connecting warp c and the weft f is insufficient.
When the internal pressure of the fabric form caused by the filling of the consolidating material exceeds the crossing force between the connecting warp c and the weft f, the connecting warp c slips and causes the fabrics a and b to draw. When the fabrics a and b are pulled, the fabrics a and b are wrinkled, and the surface of the concrete protective structure becomes rough and the appearance is impaired.
Furthermore, when the connecting warp c slips, the connecting length of the connecting warp c in the form space e becomes long, and the thickness of the concrete protective structure becomes excessively thick.

本発明は以上の点に鑑みて成されたもので、その目的とするところは、固結材の流れを阻害せずに固結材を充填でると共に、固結材の充填に伴う生地の引き攣れを効果的に防止してコンクリート保護構造物の表面をきれいな成形面として形成できる、布製型枠を提供することにある。
さらに本発明の他の目的は、型枠空間の過大な拡張を防止できる、布製型枠を提供することにある。
The present invention has been made in view of the above points, and the object of the present invention is to fill the solid material without obstructing the flow of the solid material, and to pull the dough accompanied by the filling of the solid material. It is an object of the present invention to provide a cloth formwork which can effectively prevent curling and form a surface of a concrete protection structure as a clean molding surface.
Still another object of the present invention is to provide a fabric mold which can prevent excessive expansion of the mold space.

本発明は、経糸と緯糸を平織した上生地と下生地とからなり、一部の経糸に沿わせた連結経糸を互いに離隔した両生地間でX形に交差させて製織し、両生地間に連結経糸の横断長分の型枠空間を形成し、前記型枠空間内に固結材を充填して床版状のコンクリート保護構造物を成形するための布製型枠であって、前記両生地間が複数の連結経糸を束状にしてX形に交差させた複数の連結経紐で連結され、連結経糸を織り込んだ部位のカバーファクタが、連結経糸が織り込まれてない部位のカバーファクタと比べて卓越する関係となるように、前記両生地が異なるカバーファクタで製織されている。
本発明では、布製型枠を構成する上下生地間を複数の連結経紐で連結すると共に、上下生地のカバーファクタを異なる組み合わせとすることで、生地に編み込まれた複数の連結経糸のスリップ抵抗を増大できるから、固結材の充填時における固結材の流れを阻害することなく、併せて生地に編み込まれた連結経糸の引き攣りを効果的に防止できる。
本発明の他の形態において、隣り合う各連結経紐の間に固結材が透過可能な間隔を設けることで、固結材の充填性がよくなる。
本発明の他の形態において、前記両生地に連結経糸と緯糸とが高密度に製織された範囲に密帯部が形成されている。
本発明の他の形態において、前記密帯部が各生地の製織方向に沿って間欠的に形成されている。
本発明の他の形態において、前記緯糸と平行に複数の補強緯糸を追加配置して生地が補強されている。
The present invention comprises upper and lower fabrics in which warp and weft are plain-woven, and linked warps along a part of the warps are woven by crossing X-shape between both fabrics separated from each other, and between the two fabrics It is a cloth formwork for forming a formwork space corresponding to a transverse length of connected warps, filling a consolidating material in the formwork space, and forming a floor-plate-like concrete protective structure, the two cloths The cover factor of the part where the connecting warps are connected by a plurality of connecting warps in which the connecting warps are bundled and the X shape is crossed and the connecting warp is woven is compared with the cover factor of the part where the connecting warps are not woven Both fabrics are woven with different cover factors so as to be in a superior relationship.
In the present invention, the upper and lower fabrics constituting the fabric formwork are connected by a plurality of connecting cords, and the cover factors of the upper and lower fabrics are different combinations to make the slip resistance of a plurality of connected warps woven into the fabric. Since the number can be increased, it is possible to effectively prevent the draw of the connecting warp knitted into the fabric without inhibiting the flow of the solid material at the time of filling the solid material.
In another aspect of the present invention, the packing property of the consolidated material is improved by providing a space through which the consolidated material can permeate between the adjacent connecting cords.
In another embodiment of the present invention, a dense band portion is formed in a range in which the connecting warp and the weft are woven with high density on both the fabrics.
In another aspect of the present invention, the tight band portion is intermittently formed along the weaving direction of each fabric.
In another embodiment of the present invention, the fabric is reinforced by additionally arranging a plurality of reinforcing wefts parallel to the wefts.

本発明は少なくともつぎの一つの効果を奏する。
<1>上下生地のカバーファクタを異なる組み合わせとするだけで、複数の連結経糸のスリップ抵抗を増大できて、固結材の充填圧力による生地に編み込まれた連結経糸の引き攣りを効果的に防止できる。
そのため、布製型枠の表面に連結経糸の引き攣れに起因したシワが生じず、コンクリート保護構造物の表面をきれいな成形面として形成できて外観が綺麗になる。
<2>連結経糸が生地と一体化してスリップ抵抗が増しているので、固結材の充填圧力が作用しても連結経紐の横断長が変化しない。
そのため、型枠空間の過大な拡張を確実に防止できる。
<3>複数の連結経紐を束状にすることで、連結経紐の抵抗面積が小さくなって、固結材の充填性がよくなる。
隣り合う連結経紐の間に間隙を設けると、固結材の充填性がさらによくなる。
<4>生地に複数の補強緯糸を追加配置することで、布製型枠の膨張時における緯糸の破断を効果的に防止できる。
The present invention has at least one of the following effects.
The slip resistance of a plurality of connected warps can be increased by merely combining the cover factor of the upper and lower fabrics with different combinations, and it is possible to effectively prevent the stretching of the connected warps woven into the fabric by the filling pressure of the consolidation material. .
As a result, no wrinkles are caused on the surface of the fabric form due to the drawing of the connecting warps, and the surface of the concrete protective structure can be formed as a clean molding surface, and the appearance becomes beautiful.
<2> Since the connecting warp is integrated with the fabric and slip resistance is increased, the transverse length of the connecting warp does not change even if the filling pressure of the solid material is applied.
Therefore, excessive expansion of the mold space can be reliably prevented.
By bundling <3> several connection cords, the resistance area of a connection cord becomes small and the fillability of a solidification material becomes good.
Providing a gap between adjacent connecting cords further improves the packing performance of the consolidated material.
By additionally arranging a plurality of reinforcing wefts in the fabric, it is possible to effectively prevent the breakage of the weft at the time of expansion of the cloth mold.

一部を省略した本発明に係る布製型枠の斜視図The perspective view of the cloth formwork which concerns on this invention which abbreviate | omitted one part 布製型枠の一部を破断した連結経紐の斜視図A perspective view of a connecting cord in which a part of the fabric form is broken 一部を省略した生地の編組織の説明図An illustration of the knitting structure of the fabric with a part omitted 図3におけるIV−IVの断面図Sectional view of IV-IV in FIG. 3 図3におけるV−VIの断面図Sectional view of V-VI in FIG. 3 他の実施例に係る生地の編組織の説明図An explanatory view of a knitting structure of a fabric according to another embodiment 従来の布製型枠の説明図で、(A)は一部を破断した布製型枠の斜視図、(B)は連結経糸と緯糸を交錯した生地の拡大断面図It is explanatory drawing of the conventional cloth-made frame, (A) is a perspective view of the cloth-made frame which fractured | ruptured one part, (B) is the expanded sectional view of the cloth which connected the connection warp and weft.

以下図面を参照しながら本発明の実施の形態について説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

<1>布製型枠の概要
図1〜3を参照して説明すると、布製型枠10は上生地20aと下生地20bとを含む二重織からなる織物で構成されている。
これら両生地20,20bの間を複数の連結経紐30a,30bがX形に交差して連結していて、複数の連結経紐30が両生地20a,20bの間隔を一定に規制している。
布製型枠10は両生地20a,20bの周縁が袋状に閉鎖してあり、その内部に連続した型枠空間11を形成している。布製型枠10の一部には固結材40を注入するための単数または複数の注入口を有している。
<1> Outline of Cloth Forming Frame Referring to FIGS. 1 to 3, the cloth forming frame 10 is formed of a double weave fabric including an upper cloth 20a and a lower cloth 20b.
A plurality of connecting cords 30a and 30b cross and connect X-shapes between the two cloths 20 and 20b, and a plurality of connecting cords 30 regulate the distance between the two cloths 20a and 20b to a constant value. .
In the fabric form 10, the peripheries of both the fabrics 20a and 20b are closed in a bag shape, and a continuous form space 11 is formed in the inside thereof. A portion of the fabric form 10 has one or more inlets for injecting the cement 40.

<2>生地
図3〜5を参照して両生地20a,20bについて説明する。
上生地20aおよび下生地20bは、経糸21、緯糸22および連結経糸31を公知の製織機で平織した織物で、上下対称の構造に織られている。
<2> Fabrics The two fabrics 20a and 20b will be described with reference to FIGS.
The upper fabric 20a and the lower fabric 20b are woven fabrics in which warps 21, wefts 22 and connected warps 31 are plain-woven by a known weaving machine, and are woven in a vertically symmetrical structure.

<2.1>織糸の素材例
これらの各糸21〜23の素材としては、例えばポリエステル、ナイロン、アラミド、全芳香族ポリエステル、ポリエチレン、ポリプロピレン、ポリ塩化ビニールなどの合成繊維、アセテートなどの半合成繊維、レーヨンなどの再生繊維、ガラス繊維などの無機繊維、綿や麻などの天然繊維を適宜選択して用いることができる。特に強度、経済性の観点からポリエステルが実用的である。
これらの各糸21〜23は、単糸を撚り合せて束化したマルチフィラメントまたはモノフィラメントからなる。
<2.1> Examples of material of woven yarns The material of each of the yarns 21 to 23 is, for example, synthetic fibers such as polyester, nylon, aramid, wholly aromatic polyester, polyethylene, polypropylene, polyvinyl chloride, etc., semi-acetate such as acetate Synthetic fibers, regenerated fibers such as rayon, inorganic fibers such as glass fibers, and natural fibers such as cotton and hemp can be appropriately selected and used. In particular, polyester is practical from the viewpoint of strength and economy.
Each of the yarns 21 to 23 is composed of multifilaments or monofilaments obtained by twisting single yarns and bundling them.

<2.2>繊維の全繊度
これら繊維の全繊度は、例えば合成繊維の場合、通常、500〜10,000de、好ましくは1,000〜6,000de程度である。
経糸22と緯糸23の密度は、例えば10〜60本/インチであり、好ましくは13〜35本/インチである。
連結経糸31の密度は、例えば10〜70本/インチであり、好ましくは20〜50本/インチである。
<2.2> Total denier of fiber For example, in the case of a synthetic fiber, the total denier of these fibers is usually about 500 to 10,000 de, preferably about 1,000 to 6,000 de.
The density of the warp yarn 22 and weft yarn 23 is, for example, 10 to 60 yarns / inch, preferably 13 to 35 yarns / inch.
The density of the connecting warp 31 is, for example, 10 to 70 / inch, preferably 20 to 50 / inch.

<2.3>連結経糸
連結経糸31は各連結経紐30a,30bを構成する糸であり、1本または複数本の経糸22の間に位置すると共に、上生地20aおよび下生地20bに対して交互に織り込まれている。
<2.3> Connected warps The connected warps 31 are yarns constituting each of the linked warps 30a and 30b, and are located between one or more warps 22 and for the upper fabric 20a and the lower fabric 20b. It is woven in alternately.

<3>連結経紐
連結経紐30a,30bは両生地20a,20b間の膨張距離を一定に規制するための間隔保持部材であり、両生地20a,20b間に間隔を隔てて千鳥状に設けられている。
連結経紐30a,30bは複数本(列)の連結経糸31をひと塊の束状に配列したものであり、上生地20aおよび下生地20bの間をX形に交差して連結している。
両連結経紐30a,30bは同一の横断長を有し、その横断長分が両生地20a,20bの膨張を規制する長さとなるので、連結経紐30a,30bの横断長はコンクリート保護構造物の躯体厚に応じて任意に変更が可能である。
<3> Connected cords The connected cords 30a and 30b are spacing holding members for restricting the expansion distance between both the cloths 20a and 20b uniformly, and are provided in a staggered manner with a space between the cloths 20a and 20b. It is done.
The connecting cords 30a and 30b are obtained by arranging a plurality (rows) of connecting warps 31 in a bundle of one bundle, and the upper cloth 20a and the lower cloth 20b cross and connect in an X shape.
Since both connecting cords 30a and 30b have the same transverse length, and the transverse length is the length that regulates the expansion of both fabrics 20a and 20b, the transverse length of the connecting cords 30a and 30b is a concrete protection structure It can be changed arbitrarily according to the thickness of the housing.

図3においては、上生地20aから下生地20bへ向けて斜めに連結した連結経紐30aを二点鎖線で示し、下生地20bからへ上生地20a向けて斜め連結した連結経紐30bを破線で示している。丸印は各生地20a,20bに対する各連結経紐30a,30bの連結点を示している。   In FIG. 3, a connecting cord 30a diagonally connected from the upper cloth 20a to the lower cloth 20b is shown by a two-dot chain line, and a connecting cord 30b diagonally connected from the lower cloth 20b to the upper sheet 20a is broken It shows. The circle marks indicate the connection points of the connection cords 30a and 30b to the respective fabrics 20a and 20b.

<3.1>連結経紐の横幅
各連結経紐30a,30bを構成する連結経糸31の並列数は4〜10本でよく、各連結経紐30a,30bの連結点における横幅dは3〜10mm程度でよい。
各連結経紐30a,30bを幅の狭い帯紐状にしたのは、固結材に対する抵抗面積を小さくするためである。
<3.1> width each connected Keihimo 30a of the connecting through cord, the number of parallel connecting warp threads 31 constituting the 30b may at 4-10 present, the width d 1 in the connecting points of each connecting Keihimo 30a, 30b is 3 It may be about 10 mm.
The connecting cords 30a and 30b are formed in a narrow band shape in order to reduce the area of resistance to the consolidated material.

<3.2>連結経紐の交差本数
本例では各生地20a,20b間を合計4本の連結経紐30a,30bで連結する形態について例示するが、連結経紐30a,30bの交差本数は合計6本以上でもよい。
連結経紐30a,30bの交差本数は、固結材の充填圧力により連結経紐30a,30bが破断しないように、各連結経紐30a,30bの横幅d等を考慮して適宜選択するものとする。
<3.2> The number of crossings of the connecting cords In this example, although a configuration in which each of the fabrics 20a and 20b is connected by a total of four connecting cords 30a and 30b is illustrated, the number of crossings of the connecting cords 30a and 30b is A total of six or more may be sufficient.
The number of crossings of the connecting cords 30a and 30b is appropriately selected in consideration of the width d 1 and the like of the connecting cords 30a and 30b so that the connecting cords 30a and 30b are not broken by the filling pressure of the consolidation material. I assume.

<3.3>交差する連結経紐の間隔
隣り合う各連結経紐30a,30bの間には所定の間隔Gを有していて、互いに離隔している。
各連結経紐30a,30bの間に間隔Gを設けたのは、この間隔Gを固結材の流動空間として活用するためである。
間隔Gは連結経紐30a,30bの連結数や固結材の流動性等を考慮して適宜選択が可能である。
<3.3> Interval of Intersecting Connecting Strings A predetermined interval G is provided between the adjacent connecting strings 30a and 30b and they are separated from each other.
The gap G is provided between the connection cords 30a and 30b in order to utilize the gap G as a flow space of the consolidated material.
The interval G can be appropriately selected in consideration of the number of connections of the connection cords 30a and 30b, the fluidity of the consolidated material, and the like.

<4>生地のカバーファクタ
両生地20a,20bは生地全体の密度が均一ではなく、連結経糸31が配置されている部位と、連結経糸31が配置されていない部位でカバーファクタが相違する。
カバーファクタとは、生地の面積に対する織糸の占める面積の比(布充填度)を示す値であり、経糸と緯糸の維度(dtex)、繊維密度(g/cm)、経糸と緯糸の糸密度(本/cm)等を基に算出した値である。
<4> Cover Factor of Fabric The density of the entire fabric is not uniform between the two fabrics 20a and 20b, and the cover factor is different between the portion where the connecting warp 31 is disposed and the portion where the connecting warp 31 is not disposed.
The cover factor is a value indicating the ratio of the area occupied by the yarn to the area of the fabric (the degree of fabric filling), and the weft (dtex) of the warp and weft, fiber density (g / cm 3 ), yarn of the warp and weft It is a value calculated based on the density (book / cm) and the like.

<4.1>異なる生地のカバーファクタ
具体的には各生地20a,20bにおいて、連結経糸31を織り込んだ部位のカバーファクタ(CF)が、連結経糸31が織り込まれてない部位のカバーファクタ(CF)と比べて卓越する関係(CF<CF)となるように、連結経糸31は高密度に製織され、連結経糸31が存在しない部位は前記高密度と比べて疎密度に製織されている。
<4.1> Cover Factors of Different Fabrics Specifically, in each of the fabrics 20a and 20b, the cover factor (CF a ) of the portion where the linked warp 31 is woven is the cover factor of the portion where the linked warp 31 is not woven. CF b) related to excellence in comparison with (CF a <a so that CF b), connecting warp threads 31 are woven at a high density, a portion connecting warp threads 31 is not present is woven into sparse compared to the high-density ing.

<4.2>密帯部
図5を参照して説明すると、連結経糸31はその単糸が1本単位で緯糸22と交錯して高密度に製織されていて、高密度に製織された部位を細帯状の密帯部23として形成している。
密帯部23は各生地20a,20bの製織方向に沿って間欠的に形成されていて、密帯部23の端部から各連結経紐30a,30bが延出している。
<4.2> Tight band portion Referring to FIG. 5, the connecting warp yarn 31 is a portion where its single yarn is woven with the weft yarn 22 in a unit of one and woven with high density, and woven with high density Are formed as a narrow band-like dense band portion 23.
The tight band portion 23 is intermittently formed along the weaving direction of each of the fabrics 20a and 20b, and the connecting cords 30a and 30b extend from the end of the tight band portion 23.

<4.3>密帯部を形成した理由
各連結経紐30a,30bの生地側を高密度に織り込んで細帯状の密帯部23を形成したのは、密帯部23における編糸(連結経糸31と緯糸22)の交錯抵抗を大きくして連結経糸31の引き攣れ防止効果を高めるためである。
<4.3> Reason for Forming the Tight Band Part The narrow side of the tight band section 23 is formed by weaving the fabric side of each of the connecting cords 30a and 30b at a high density. This is in order to increase the resistance of the warps 31 and wefts 22) to increase the drag prevention effect of the linked warps 31).

[布製型枠の特性]
布製型枠10の特性について説明する。
[Characteristics of fabric formwork]
The characteristics of the fabric form 10 will be described.

<1>固結材の充填
図1において、設置現場に布製型枠10を広げて敷設する。
布製型枠10の一部に設けた注入口を通じて型枠空間11内にスラリー状の固結材40を充填(圧入)して扁平床版状のコンクリート保護構造物を構築する。
結材40を充填により各生地20a,20bが膨らむが、連結経紐30a,30bが各生地20a,20bの膨らみを一定に規制することで、布製型枠10の表面が滑らかな凹凸形状に成形される。
<1> Filling of Solidification Material In FIG. 1, the cloth mold 10 is spread and laid at the installation site.
A slurry-like consolidated material 40 is filled (pressed) into the mold space 11 through an inlet provided in a part of the fabric form 10 to construct a flat floor slab concrete protection structure.
Although each dough 20a, 20b swells by filling the binding material 40, the surface of the cloth form 10 is formed into a smooth uneven shape by the connection cords 30a, 30b regulating the swelling of each dough 20a, 20b constant. Be done.

<2>生地の引き攣れ防止
固結材40の充填に伴い、各連結経紐30a,30bの張力が増していく。
各連結経紐30a,30bは固結材40の充填圧力に対抗し得るように複数の連結経糸31で構成されているので、固結材40の充填時に連結経紐30a,30bが破断することはない。
各連結経紐30a,30bの張力は複数の連結経糸31を通じて各生地20a,20b密帯部23に伝えられる。
密帯部23は連結経糸31と緯糸22の交錯抵抗が大きくなるように、高密度に製織されているので、膨張力に起因した引張力が作用しても各連結経糸31にスリップが生じず、その結果、各生地20a,20bに引き攣れを生じない。
このように、固結材40の充填圧力が作用しても各生地20a,20bに引き攣れを生じないので、固結材40の充填中または充填後において、布製型枠10の表面に連結経糸31の引き攣れに起因したシワが生じず、コンクリート保護構造物の表面がきれいな成形面に仕上がる。
The tension of each connecting cord 30a, 30b increases with the filling of the solidifying material 40.
Since each connecting cord 30a, 30b is composed of a plurality of connecting warps 31 so as to be able to withstand the filling pressure of the consolidated material 40, the connecting cords 30a, 30b break when filled with the consolidated material 40. There is no.
The tension of each connecting cord 30a, 30b is transmitted to each fabric 20a, 20b tight band 23 through a plurality of connecting warps 31.
The dense band portion 23 is woven with high density so that the cross resistance between the connecting warps 31 and the wefts 22 becomes large, so that the connecting warps 31 do not slip even if the tensile force caused by the expansion force acts As a result, each dough 20a, 20b is not drawn.
As described above, even if the filling pressure of the consolidation material 40 acts, the doughs 20a and 20b do not draw back, so that they are connected to the surface of the cloth form 10 during or after the consolidation material 40 is filled. No wrinkles are caused due to drawing of the warp yarns 31 and the surface of the concrete protective structure is finished to a clean molding surface.

<3>生地間隔の保持
各生地20a,20bに織り込まれた各連結経糸31にスリップが生じないので、両生地20a,20b間を連結する各連結経紐30a,30bの横断長(連結距離)は変わらない。
各連結経紐30a,30bの連結長が変わらないので、型枠空間11内に固結材を充填して得られるコンクリート保護構造物の最大厚さと最小厚さがそれぞれ均一となる。
<3> Holding of fabric interval Since a slip does not occur in each connected warp 31 woven into each fabric 20a, 20b, the transverse length (connection distance) of each connected warp cord 30a, 30b connecting between both fabrics 20a, 20b Does not change.
Since the connecting lengths of the connecting cords 30a and 30b do not change, the maximum thickness and the minimum thickness of the concrete protection structure obtained by filling the consolidating material in the mold space 11 become uniform.

<4>固結材の充填性
型枠空間11内に位置する各連結経紐30a,30bが帯紐状を呈しているので、固結材に対する抵抗面積が小さい。
しかも、隣り合う各連結経紐30a,30bの間に間隔Gを有しているので、固結材が間隙Gを通じて容易に透過する。
そのため、型枠空間11内に各連結経紐30a,30bが横断していても、固結材の流動が阻害されずに済むので、従来と比べて布製型枠10の注入口からの固結材の充填距離が長くなって、固結材の充填性がよくなり、型枠空間11の全域に固結材を充填することができる。
したがって、型枠空間11の全域に固結材を充填するために、注入口の数を増やしたり、固結材に流動化剤を混入したりする必要がない。
<4> Filling Property of Solidified Material Since each of the connecting cords 30a and 30b located in the mold space 11 has a band-like shape, the area of resistance to the solid material is small.
In addition, since the gap G is provided between the adjacent connection cords 30a and 30b, the consolidated material is easily transmitted through the gap G.
Therefore, even if the connecting cords 30a and 30b cross in the formwork space 11, the flow of the consolidation material does not get blocked, and the consolidation from the injection port of the cloth formwork 10 is made as compared with the conventional case. The filling distance of the material is increased, the filling property of the solidifying material is improved, and the solidifying material can be filled in the entire area of the mold space 11.
Therefore, it is not necessary to increase the number of injection ports or mix the fluidizing agent in the consolidated material in order to fill the entire area of the mold space 11 with the consolidated material.

[他の実施例]
以降に他の実施例について説明するが、その説明に際し、前記した実施例と同一の部位は同一の符号を付してその詳しい説明を省略する。
[Other embodiments]
Hereinafter, other embodiments will be described, but in the description, the same parts as those of the above-described embodiments are denoted by the same reference numerals, and the detailed description thereof will be omitted.

<1>補強緯糸で補強した袋体
図6を参照して、補強緯糸32を追加配置して各生地20a,20bを補強した形態について説明する。
本例にあっては、各連結経紐30a,30bが引き出される密帯部23の根元付近に複数の補強緯糸32を織り込んで補強したものである。
補強緯糸32は緯糸22と同径、同質の糸でもよいが、緯糸22より大径、または高強度の糸を用いてもよい。
<1> A bag body reinforced with reinforced wefts Referring to FIG. 6, an embodiment in which reinforcing weft yarns 32 are additionally arranged to reinforce the respective fabrics 20a and 20b will be described.
In this example, a plurality of reinforced weft yarns 32 are woven and reinforced in the vicinity of the root of the tight band portion 23 from which the connecting cords 30a and 30b are pulled out.
The reinforced weft yarn 32 may be a yarn of the same diameter as the weft yarn 22 and of the same quality, but a yarn larger in diameter than the weft yarn 22 or high in strength may be used.

<2>本例の効果
布製型枠10内に固結材を充填することで各生地20a,20bが膨らむが、各生地20a,20bの複数箇所がX状に交差する連結経紐30a,30bで連結してあることから、布製型枠10の膨張時に一部の緯糸22に過大な張力が作用して破断するおそれがある。
本例では、破断が予想される箇所に補強緯糸32を追加配置することで、布製型枠10の膨張時における緯糸22の破断を効果的に防止できる。
なお、補強緯糸32に緯糸22より大径の糸または高強度の糸を用いると緯糸22の破断防止効果がさらに高くなる。
<2> Effects of the present example Each cloth 20a, 20b is expanded by filling the consolidating material in the fabric form 10, but a connecting cord 30a, 30b in which a plurality of portions of each cloth 20a, 20b cross in an X shape. In the case where the fabric form 10 is expanded, excessive tension may act on some of the weft yarns 22 to cause breakage.
In this example, by additionally arranging the reinforcing weft yarn 32 at a portion where breakage is expected, breakage of the weft yarn 22 can be effectively prevented at the time of expansion of the cloth mold 10.
The use of a yarn having a diameter larger than that of the weft yarn 22 or a yarn of high strength as the reinforced weft yarn 32 further enhances the effect of preventing the weft yarn 22 from breaking.

10・・・布製型枠
11・・・型枠空間
20a・・上生地
20b・・下生地
21・・・経糸
22・・・緯糸
23・・・密帯部
30・・・連結経紐
31・・・連結経糸
G・・・・隣り合う連結経紐の間隙
DESCRIPTION OF SYMBOLS 10 ... Fabricated formwork 11 ... Formwork space 20a .. Upper cloth 20b .. Lower cloth 21 ... Warp 22 ... Weft 23 ... Secret part 30 ... Connection cord 31 · · Connection warp G · · · · Gap between adjacent connection cords

Claims (4)

経糸と緯糸を平織した上生地と下生地とからなり、一部の経糸に沿わせた連結経糸を互いに離隔した両生地間でX形に交差させて製織し、両生地間に連結経糸の横断長分の型枠空間を形成し、前記型枠空間内に固結材を充填して床版状のコンクリート保護構造物を成形するための布製型枠であって、
前記両生地間が複数の連結経糸を束状にしてX形に交差させた複数の連結経紐で連結され、
連結経糸を織り込んだ部位のカバーファクタが、連結経糸が織り込まれてない部位のカバーファクタと比べて卓越する関係となるように、前記両生地が異なるカバーファクタで製織され
前記両生地に連結経糸と緯糸とが高密度に製織された範囲に密帯部が形成されていることを特徴とする、
布製型枠。
Consists of upper and lower fabrics in which warp and weft are plain-woven, and connecting warps along a part of the warps are woven by crossing X shape between both fabrics separated from each other, and crossing of the connecting warp between both fabrics A fabric formwork for forming a long mold space, filling the consolidation material in the mold space, and forming a floor-plate-like concrete protective structure,
The two fabrics are connected by a plurality of connecting cords in which a plurality of connecting warps are bundled and crossed in an X shape,
The two fabrics are woven with different cover factors so that the cover factor of the part into which the connecting warp is woven is superior to the cover factor of the part into which the connecting warp is not woven ,
A dense band portion is formed in a range in which the connecting warp and the weft are woven with high density on the both fabrics .
Fabric formwork.
隣り合う各連結経紐の間に固結材が透過可能な間隔を有していることを特徴とする、請求項1に記載の布製型枠。   The fabric form according to claim 1, characterized in that there is a space through which the consolidated material can permeate between adjacent connecting cords. 前記密帯部が各生地の製織方向に沿って間欠的に形成されていることを特徴とする、請求項に記載の布製型枠。 The fabric form according to claim 1 , wherein the tight band portion is intermittently formed along the weaving direction of each fabric. 前記緯糸と平行に複数の補強緯糸を追加配置して生地が補強されていることを特徴とする、請求項1に記載の布製型枠。   The fabric form according to claim 1, wherein the fabric is reinforced by additionally arranging a plurality of reinforcing wefts parallel to the wefts.
JP2019043809A 2019-03-11 2019-03-11 Fabric formwork Active JP6539003B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2019043809A JP6539003B1 (en) 2019-03-11 2019-03-11 Fabric formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2019043809A JP6539003B1 (en) 2019-03-11 2019-03-11 Fabric formwork

Publications (2)

Publication Number Publication Date
JP6539003B1 true JP6539003B1 (en) 2019-07-03
JP2020147914A JP2020147914A (en) 2020-09-17

Family

ID=67144621

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2019043809A Active JP6539003B1 (en) 2019-03-11 2019-03-11 Fabric formwork

Country Status (1)

Country Link
JP (1) JP6539003B1 (en)

Also Published As

Publication number Publication date
JP2020147914A (en) 2020-09-17

Similar Documents

Publication Publication Date Title
KR870001801B1 (en) Layer of multiful weaving fabric
US4421439A (en) Supporting fabric for bearing bulk material and a method of building a road, dike or dam embankment
KR101732153B1 (en) textile geogrid for ground reinforcement
JPH08244405A (en) Belt structure with imitation gauze woven fabric for impact shut-off or insertion joint
JP2008538594A (en) Openwork resin injection media and reinforced composite thin layer
JP6539003B1 (en) Fabric formwork
JP6593767B2 (en) High-strength warp knitted mesh sheet
JPH09125399A (en) Doubly woven bag for civil engineering work
JP4947847B2 (en) Reinforced embankment sheet
JP4057131B2 (en) Civil engineering reinforcement sheet
KR20140109657A (en) Manufacturing method of fiber gabion
JP3635136B2 (en) Multi-layer geogrid
KR101233123B1 (en) fabric form for slope construction
JP2592292B2 (en) Civil engineering net
JPS62121212A (en) Molded structure utilizing cloth form
JP2014156674A (en) Partly expandable cylindrical warp knitted fabric and method for knitting the same
WO2019015033A1 (en) Durable reinforced filter screen and manufacturing method therefor
CN215925204U (en) Anti-scouring geotextile
JP6593768B2 (en) Concrete block mats
JPH1082032A (en) Cloth form with borrow-material introducing and piling-up section
JP4000191B2 (en) Multicolored woven pattern moquette
JP2592297B2 (en) Civil engineering net
JP6861030B2 (en) Cloth formwork
CN102686917B (en) Gland packing yarn
JPH0414492Y2 (en)

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20190312

A871 Explanation of circumstances concerning accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A871

Effective date: 20190312

A975 Report on accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A971005

Effective date: 20190318

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20190409

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20190425

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20190514

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20190606

R150 Certificate of patent or registration of utility model

Ref document number: 6539003

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250