JPH0348254Y2 - - Google Patents

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Publication number
JPH0348254Y2
JPH0348254Y2 JP16179785U JP16179785U JPH0348254Y2 JP H0348254 Y2 JPH0348254 Y2 JP H0348254Y2 JP 16179785 U JP16179785 U JP 16179785U JP 16179785 U JP16179785 U JP 16179785U JP H0348254 Y2 JPH0348254 Y2 JP H0348254Y2
Authority
JP
Japan
Prior art keywords
formwork
fabric
concrete
suction prevention
cloth
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
Application number
JP16179785U
Other languages
Japanese (ja)
Other versions
JPS6272320U (en
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 filed Critical
Priority to JP16179785U priority Critical patent/JPH0348254Y2/ja
Publication of JPS6272320U publication Critical patent/JPS6272320U/ja
Application granted granted Critical
Publication of JPH0348254Y2 publication Critical patent/JPH0348254Y2/ja
Expired legal-status Critical Current

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)
  • Revetment (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、モルタル等のコンク
リート類を打設するに用いる布製の型枠に関す
る。
[Detailed description of the invention] Industrial application field This invention relates to a fabric formwork used for pouring concrete such as concrete and mortar.

考案が解決しようとする問題点 地盤表面に布製の型枠を敷設し、コンクリート
類を打設して広い面積にコンクリートマツトを形
成する場合、コンクリートマツトは布製の型枠を
単位にして、標準的には型枠は10m幅になるよう
に設計されており、この幅の単位で打継がれるた
めに、打継部分に不連続部を生じる。この不連続
部はコンクリートマツトを法面の浸食防止等に用
いる場合には、マツト裏面の土砂の吸出しを促進
するので打継部分の下には吸出し防止布を敷込む
必要があった。
Problems that the invention aims to solve When forming a concrete pine over a large area by laying fabric formwork on the ground surface and pouring concrete, the concrete pine is constructed using fabric formwork as a unit. The formwork was designed to be 10m wide, and since the joints were made in units of this width, discontinuities were created at the joints. When using concrete pine to prevent erosion of slopes, this discontinuous part promotes the suction of earth and sand from the back of the pine, so it was necessary to lay a suction prevention cloth under the joint.

すなわち、第4図a,b,cのごとく、布製型
枠1を敷設する際に、その下面縁部に吸出し防止
布2を、その幅の1/2程度を型枠の外周部にまで
張出させて敷設しておく。この布製型枠1にコン
クリート3を注入後、隣接して打継がれる布製型
枠1′を吸出し防止布2の上に敷設し、コンクリ
ート3を注入し打継部下面に吸出し防止布2を敷
込んでコンクリートマツト4,4を形成してい
た。
That is, as shown in Fig. 4 a, b, and c, when laying the cloth formwork 1, the suction prevention cloth 2 is stretched around the lower edge of the formwork by about 1/2 of its width to the outer periphery of the formwork. Let it come out and lay it down. After pouring concrete 3 into this fabric formwork 1, the fabric formwork 1' to be jointed adjacently is laid on the suction prevention cloth 2, the concrete 3 is poured, and the suction prevention cloth 2 is laid on the underside of the joint. It was crowded to form concrete mats 4,4.

このような従来の手段では吸出し防止布がコン
クリートの注入作業中にズレて、吸出し防止の機
能が不十分になり易かつた。また、水中施工の場
合には水流や波浪等で一層ズレ易く、確実な吸出
し防止機能の発現がむずかしかつた。
With such conventional means, the suction prevention cloth tends to shift during concrete pouring work, resulting in insufficient suction prevention function. Furthermore, in the case of underwater construction, it is more likely to shift due to water currents, waves, etc., making it difficult to achieve a reliable suction prevention function.

この考案は上記問題点に着目しなされたもので
ある。その目的は打継部分の土砂の吸出しを確実
に防止でき、しかも、施工の作業性の向上および
材料コストの低減を図ることができる布製の型枠
を提案するにある。
This idea was created by focusing on the above-mentioned problems. The purpose is to propose a fabric formwork that can reliably prevent the suction of earth and sand from the joints, improve workability in construction, and reduce material costs.

考案の構成および実施例 以下図示する実施例により説明する。Structure and implementation examples of the idea This will be explained below with reference to the illustrated embodiments.

第1,2図において、この考案の布製の型枠1
は表裏2層の方形のナイロン織物5,5の周縁部
6を閉じて袋状となし、内部にコンクリート、モ
ルタル等のコンクリート類を注入、打設するもの
である。この型枠1の裏層の織物5の幅方向の一
辺縁部に帯状に長い吸出し防止布2が縫着してあ
り、その幅方向の先端は型枠1の外側に張出して
いる。
In Figures 1 and 2, the cloth formwork 1 of this invention is shown.
In this method, the peripheral edges 6 of two layers of rectangular nylon fabrics 5, 5 on the front and back sides are closed to form a bag shape, and concrete such as concrete or mortar is poured and placed inside. A long band-shaped suction prevention cloth 2 is sewn to one edge in the width direction of the fabric 5 of the back layer of the form 1, and its tip in the width direction extends outside the form 1.

また、この型枠1には表裏2層の織物5、5を
一重に製織してなつた水抜き7(フイルターポイ
ントともいう)を所定の間隔に形成してある。こ
のほか型枠には注入するコンクリートの厚さを制
御するために、水抜きのほかに、表裏織物の間に
結束ロープ等の手段を設けることがある。このた
めに通常施工されたコンクリートマツトの表面に
は所定の間隔の凹凸部が形成される。また、この
型枠は竪方向に3ケ1組の注入口8の列が3列並
列をなし設けてある。(第2図には注入口の一部
のみを示す) この布製の型枠1は以上の構成からなる。この
型枠1を敷設してコンクリートを表層に設けた注
入口8から注入した後、これに隣接して新しい型
枠を敷設する際は、2つの型枠間に敷込む吸出し
防止布2を、片方のコンクリートを注入した型枠
の裏層織物の縁部に固着しておくことにより、容
易、正確に型枠間に敷込みができ、作業中にズレ
たり、波等で乱れたりしがたく、第3図のごとく
間に吸出し防止布2を正確に敷込みコンクリート
マツト4,4を形成することができる。
Further, drains 7 (also referred to as filter points), which are formed by weaving two layers of fabric 5, 5 on the front and back sides, in a single layer, are formed in the form 1 at predetermined intervals. In addition, in order to control the thickness of concrete poured into the formwork, in addition to drainage, means such as binding ropes may be provided between the front and back fabrics. For this purpose, irregularities at predetermined intervals are usually formed on the surface of the constructed concrete pine. Further, this formwork is provided with three rows of three injection ports 8 arranged in parallel in the vertical direction. (Only a part of the injection port is shown in FIG. 2.) This mold frame 1 made of fabric has the above-mentioned structure. After this formwork 1 is laid and concrete is injected from the injection port 8 provided on the surface layer, when a new formwork is laid adjacent to this, the suction prevention cloth 2 laid between the two formworks is By fixing the concrete to the edge of the backing fabric of the formwork into which one concrete is poured, it can be easily and accurately laid between the formworks, and it will not shift during work or be disturbed by waves, etc. As shown in FIG. 3, concrete mats 4, 4 can be formed by accurately placing the suction prevention cloth 2 in between.

吸出し防止布は土砂の粒子が通過しない程度の
目合密度の織物であり、ナイロン、ポリエステル
等の腐食し難い合成繊維製のものが好ましい。幅
10mの標準的な布製の型枠においては、幅約1m
の帯状の吸出し防止布が取付けられる。取付けの
方法は縫付けのほか、ホツチギス、接着剤接着等
任意の手段で固着できる。
The suction prevention cloth is a woven fabric with a weave density that does not allow dirt particles to pass through, and is preferably made of synthetic fibers that do not easily corrode, such as nylon or polyester. width
Approximately 1m wide for a 10m standard fabric formwork
A strip-shaped suction prevention cloth is attached. In addition to sewing, it can be attached by any method such as staples or adhesive.

考案の効果 この考案は以上の通りである。この布製の型枠
は型枠内に敷込む吸出し防止布が型枠に固着して
あるので、容易正確に敷込みでき、作業員の不注
意や、風、水流等により乱れが起り難い。また、
正確に敷込めるので、不要に幅を広くする必要が
なく従来に比べその幅を半減できる。
Effects of the idea This idea is as described above. In this fabric formwork, the suction prevention cloth to be laid in the formwork is fixed to the formwork, so it can be laid easily and accurately, and is unlikely to be disturbed by worker carelessness, wind, water flow, etc. Also,
Since it can be laid accurately, there is no need to make the width unnecessarily wide, and the width can be halved compared to conventional methods.

従つて、この布製の型枠によると、確実な土砂
の吸出し防止、および施工コスト、材料コストの
低減が達成できる。
Therefore, with this fabric formwork, it is possible to reliably prevent earth and sand from being sucked out and to reduce construction costs and material costs.

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

第1,2図は実施例の布製の型枠の縁部の縦断
面図および平面図、第3図はこの布製の型枠を隣
接して敷設し形成したコンクリートマツトの縦断
面図、第4図a,b,cは従来の吸出し防止布を
敷込みコンクリートマツトを形成する工程を順に
示す断面図である。 1……布製の型枠、2……吸出し防止布、3…
…コンクリート、4……コンクリートマツト、5
……ナイロン織物、6……周縁部、7……水抜
き、8……注入口。
Figures 1 and 2 are a longitudinal sectional view and a plan view of the edge of the fabric formwork of the example, Figure 3 is a longitudinal sectional view of a concrete pine formed by laying this fabric formwork adjacent to each other, and Figure 4 is a longitudinal sectional view of the edge of the fabric formwork of the example. Figures a, b, and c are sectional views sequentially showing the steps of laying a conventional suction prevention cloth to form a concrete mat. 1... Fabric formwork, 2... Suction prevention cloth, 3...
...Concrete, 4...Concrete pine, 5
... Nylon fabric, 6 ... Periphery, 7 ... Water drain, 8 ... Inlet.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 表裏2層の布帛の周縁間を閉じ袋状に形成して
なるコンクリート類打設用の布製の型枠におい
て、裏層布帛の縁部に沿い型枠の外側に張出す吸
出し防止布が固着してあることを特徴とする布製
の型枠。
In a cloth formwork for pouring concrete, which is formed by closing the peripheries of two layers of fabric on the front and back sides and forming a bag-like shape, a suction prevention cloth that extends outside the formwork along the edge of the back layer fabric is fixed. A fabric formwork characterized by the fact that it is
JP16179785U 1985-10-22 1985-10-22 Expired JPH0348254Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16179785U JPH0348254Y2 (en) 1985-10-22 1985-10-22

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16179785U JPH0348254Y2 (en) 1985-10-22 1985-10-22

Publications (2)

Publication Number Publication Date
JPS6272320U JPS6272320U (en) 1987-05-09
JPH0348254Y2 true JPH0348254Y2 (en) 1991-10-15

Family

ID=31088445

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16179785U Expired JPH0348254Y2 (en) 1985-10-22 1985-10-22

Country Status (1)

Country Link
JP (1) JPH0348254Y2 (en)

Also Published As

Publication number Publication date
JPS6272320U (en) 1987-05-09

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