JP6563697B2 - Method frame construction method and method frame structure formed using it - Google Patents

Method frame construction method and method frame structure formed using it Download PDF

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JP6563697B2
JP6563697B2 JP2015114114A JP2015114114A JP6563697B2 JP 6563697 B2 JP6563697 B2 JP 6563697B2 JP 2015114114 A JP2015114114 A JP 2015114114A JP 2015114114 A JP2015114114 A JP 2015114114A JP 6563697 B2 JP6563697 B2 JP 6563697B2
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frame
slope
belt
band
water
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JP2017002474A (en
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竹内 政典
政典 竹内
義仁 戸来
義仁 戸来
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Nisshoku Corp
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この発明は、法枠工法およびそれを用いて形成された法枠構造に関するものである。   The present invention relates to a method frame construction method and a method frame structure formed using the method frame method.

下記特許文献1には、例えば格子状に連通した複数の筒体部分からなり、複数の適宜箇所に注入口を備えた布製の法枠構成用筒体を法面に張設し、前記筒体の適宜箇所をアンカー等を使用して前記筒体を法面に固定し、次いで前記筒体の全体に流動性のモルタルまたはコンクリートを行き渡らせるまでモルタルまたはコンクリート(以下、単にモルタルという)を各注入口から筒体内に圧入充填して法枠を形成する法枠工法が記載されている。   In the following Patent Document 1, for example, a tubular frame for frame construction comprising a plurality of cylindrical portions communicating in a lattice shape and having injection holes at a plurality of appropriate locations is stretched on a slope, and the cylindrical body is provided. Fix the cylinder to the slope using an anchor or the like, and then add mortar or concrete (hereinafter simply referred to as mortar) until fluid mortar or concrete is spread over the entire cylinder. A method frame construction method is described in which a method frame is formed by press-fitting into a cylinder from an inlet.

特公平6−10370号公報Japanese Examined Patent Publication No. 6-10370

しかしながら、特許文献1に記載されているような法枠工法では、以下に示すような課題があった。(1)筒体が法面に張設・固定された状態で、筒体に流動性のモルタルを充填するので、大型機械のモルタル圧入充填機を施工現場に設置する必要があり、圧入充填機のホース先端に設けたノズルの先端を各注入口に差し込んだりする作業員以外にも、圧入充填機を運転する作業員が必要である。(2)前記ノズルの先端を各注入口に挿脱する等の手間のかかる作業が必要である。(3)比較的小面積の高所法面に法枠を形成する場合であっても、大型機械や特殊な機械を使ったり危険な作業を行なわねばならず採算が合わない。   However, the frame method as described in Patent Document 1 has the following problems. (1) Since the cylinder is filled and fixed on the slope, the cylinder is filled with fluid mortar, so it is necessary to install a mortar press-fitting machine for large machines at the construction site. In addition to the worker who inserts the tip of the nozzle provided at the tip of the hose into each inlet, a worker who operates the press-fitting and filling machine is required. (2) Time-consuming operations such as inserting / removing the tip of the nozzle into / from each injection port are required. (3) Even when a frame is formed on a high slope with a relatively small area, a large machine or a special machine must be used or dangerous work must be performed, which is not profitable.

この発明は上述の事柄を考慮に入れてなされたものであり、施工現場において従来技術で用いたような大型機械・特殊な機械でのモルタル充填が不要で、かつ、省力化・省人化を達成することができ、さらには、小面積でも無理なく施工でき、高所でも施工制限を不要にできる簡易な法枠工法およびそれを用いて形成された法枠構造を提供することを目的としている。   The present invention has been made in consideration of the above-mentioned matters, and does not require mortar filling with a large machine or special machine used in the prior art at the construction site, and also saves labor and labor. The objective is to provide a simple frame construction method that can be achieved without difficulty, even in a small area, and that eliminates the need for construction restrictions even in high places, and a frame structure formed using the method. .

上記目的を達成するため、本願の請求項1に係る発明は、法枠を形成するための法枠工法において、吸水または吸湿により硬化する硬化材料を予め内部に収容するよう製造した帯状体を施工現場に搬送し、次いでその帯状体を法面上に格子状に設置するとともに、その交点を固定部材で貫くように法面に固定し、さらに、その帯状体に水を加えて前記硬化材料の硬化により法枠を形成することを特徴とする法枠工法を提供する。 In order to achieve the above-mentioned object, the invention according to claim 1 of the present application is a method for constructing a frame, in which a belt-like body manufactured in advance to contain a curable material that is cured by water absorption or moisture absorption is applied. The belt is then transported to the site, and then the strips are installed in a grid pattern on the slope , fixed to the slope so as to penetrate the intersection with a fixing member, and water is added to the strip to add the cured material. Provided is a method frame method characterized by forming a method frame by curing.

この発明において、帯状体を法面上に格子状に設置するとは、帯状体を法面上に直接当接させる場合と、法面と帯状体の間に別のものを介在させる場合とを含む。   In this invention, installing the strips in a grid pattern on the slope includes the case where the strips are brought into direct contact with the slope and the case where another is interposed between the slope and the strip. .

本願の請求項2に係る発明は、前記硬化材料が、セメントに砂又は軽石を混合してなるドライモルタルである請求項1に記載の法枠工法を提供する。本願の請求項3に係る発明は、前記格子状に設置される帯状体の下方に前もって植生マットを敷設する請求項1または2に記載の法枠工法を提供する。 The invention according to claim 2 of the present application provides the frame method according to claim 1 , wherein the hardened material is dry mortar obtained by mixing sand or pumice with cement. The invention according to claim 3 of the present application provides the method frame construction method according to claim 1 or 2 , wherein a vegetation mat is laid in advance below the band-like body installed in the lattice shape.

また、別の観点から、本願の請求項に係る発明は、請求項1〜請求項3のいずれか1項に記載の法枠工法を用いて形成された法枠構造を提供する。 Moreover, from another viewpoint, the invention according to claim 4 of the present application provides a frame structure formed by using the frame method according to any one of claims 1 to 3 .

本願の請求項1に係る発明では、硬化材料の収容(充填)作業を予め工場で行って硬化材料を内部に収容(充填)してある帯状体を製造し、その後、工場で製造された前記帯状体を施工現場にまで搬送(輸送)し、法面上に格子状に設置した前記帯状体に、例えば、散水や降雨により水を加えることで帯状体内部に収容(充填)してある硬化材料を硬化させ、その硬化により法枠を形成することができる。   In the invention according to claim 1 of the present application, a band-shaped body in which the curable material is stored (filled) in advance in a factory to store (fill) the curable material therein is manufactured, and then the above-described manufactured in the factory Conveying (transporting) the band to the construction site, and curing (contained) inside the band by adding water by watering or raining, for example, to the band installed in a grid on the slope The material can be cured and a method frame can be formed by the curing.

このように、本願の請求項1に係る発明では、施工対象の法面上での作業が前記帯状体の設置作業とその後に法面上で行われる吸水または吸湿による硬化作業のみで、法面上に格子状の法枠を形成することができるので、以下の有利な効果を奏する。(1)施工現場においては、従来技術で用いたような大型機械・特殊な機械が不要である。(2)施工現場で必要な作業員のうち、圧入充填機・大型機械・特殊な機械の運転作業員を不要にできる(省人化の達成)。(3)従来技術では、ノズルの先端を各注入口に挿脱する等の手間のかかる作業が必要であるのに対し、本願の請求項1に係る発明では、例えば散水するだけでよいので、省力化が図れる。また、高所の吸水または吸湿による硬化作業に従事する作業員が熟練工である必要はなく、熟練工でない作業員でも高所法面にまで容易に格子状の法枠を形成することができる。(4)施工対象の法面上での作業は前記帯状体の設置作業と、その後に行われる吸水または吸湿による硬化作業のみであるので、比較的小面積の高所法面やその他の比較的小面積の法面でも無理なく法枠を施工できる。また、その施工にあたり、大型機械や特殊な機械を使うことはなく、また、高所法面においても危険な作業を行うことはないので、比較的小面積の法面に法枠を施工する場合でも採算が合うといった利点がある。(5)前記帯状体は、従来技術のような流動性モルタルを内部に収容(充填)してあるのではなく、吸水または吸湿前(硬化前)の例えば粉状の硬化材料を内部に収容(充填)してあるので、工場から施工現場への搬送(輸送)のために折り畳むか、あるいは、ロール状に丸めることができ、搬送(輸送)すべき嵩を低減することができる。   In this way, in the invention according to claim 1 of the present application, the work on the slope of the construction object is only the setting work of the band-like body and the hardening work by water absorption or moisture absorption performed on the slope thereafter, and the slope Since a grid-like method frame can be formed on the top, the following advantageous effects are obtained. (1) At construction sites, large machines and special machines used in the prior art are not required. (2) Of the workers required at the construction site, operators for press-fitting and filling machines, large machines, and special machines can be eliminated (achieving labor savings). (3) In the prior art, laborious work such as inserting and removing the tip of the nozzle into and from each inlet is required, whereas in the invention according to claim 1 of the present application, for example, it is only necessary to spray water, Labor saving can be achieved. Moreover, it is not necessary for the worker engaged in the hardening work by water absorption or moisture absorption at a high place to be a skilled worker, and even a non-skilled worker can easily form a grid-like frame on the slope of a high place. (4) Since the work on the slope of the construction object is only the installation work of the strip and the subsequent hardening work by water absorption or moisture absorption, a relatively small area of the high slope and other relatively The frame can be constructed without difficulty even on small slopes. In addition, when constructing a frame on a slope with a relatively small area, there is no need to use a large machine or special machine for the construction, and there is no dangerous work even at a high slope. But it has the advantage of being profitable. (5) The belt-like body does not contain (fill) fluid mortar as in the prior art, but contains, for example, powdery curable material before water absorption or moisture absorption (before curing) ( Therefore, it can be folded for transportation (transportation) from the factory to the construction site or rolled into a roll shape, and the volume to be transported (transportation) can be reduced.

この発明の一実施形態で用いる帯状体および植生マットの設置状態を示す平面図ならびに帯状体の一部を拡大して示す図である。It is the top view which shows the installation state of the strip | belt-shaped body used by one Embodiment of this invention, and a vegetation mat, and the figure which expands and shows a part of strip | belt-shaped body. 上記実施形態における帯状体(縦帯と横帯)および植生マットの設置状態を示す構成説明図である。It is composition explanatory drawing which shows the installation state of the strip | belt-shaped body (vertical strip and a horizontal strip) and the vegetation mat in the said embodiment. 図1におけるX−X線断面図である。It is the XX sectional view taken on the line in FIG. 上記実施形態で用いた帯状体を示す斜視図である。It is a perspective view which shows the strip | belt body used in the said embodiment. この発明の他の実施形態で用いる帯状体を示す斜視図である。It is a perspective view which shows the strip | belt body used in other embodiment of this invention.

以下、図1〜図4を用いて、この発明の一実施形態を説明する。   Hereinafter, an embodiment of the present invention will be described with reference to FIGS.

図1〜図4において、帯状体1は、その大きさが、例えば幅(短手方向の長さ)Wが0.2m、長さ(長手方向の長さ)Lが5.0m、厚みaが13mmで、上下二つのシート部2,3との間に形成される内部空間Sが吊り糸(縫い糸)4によって維持されている。帯状体1は、吸水または吸湿により硬化するドライモルタル(硬化材料の一例)Mを前記内部空間Sに収容したものである。この実施形態のドライモルタルMは、例えば粉状のセメントに粒状の砂を細骨材として混合したものである。そして、その帯状体1を、法面N上に格子状に設置し、ドライモルタルMの硬化により法枠が形成される。なお、帯状体1の大きさは上記のものに限らず、法面Nの大きさ等によって適宜の大きさの帯状体が用意される。例えば、幅Wが0.2m、長さLが10.0m、厚みaが5mmの寸法を有する帯状体〔ロール状の状態では、14kg/巻(=7kg/m2)〕、あるいは、
幅Wが0.2m、長さLが10.0m、厚みaが8mmの寸法を有する帯状体〔ロール状の状態では、24kg/巻(=12kg/m2)〕がある。
1 to 4, the size of the strip 1 is, for example, a width (length in the lateral direction) W of 0.2 m, a length (length in the longitudinal direction) L of 5.0 m, and a thickness a. Is 13 mm, and the internal space S formed between the upper and lower two sheet portions 2 and 3 is maintained by a hanging thread (sewing thread) 4. The band-like body 1 is one in which dry mortar (an example of a curing material) M that is cured by water absorption or moisture absorption is accommodated in the internal space S. The dry mortar M of this embodiment is a mixture of, for example, powdered cement and granular sand as fine aggregate. Then, the belt-like body 1 is placed in a grid pattern on the slope N, and a legal frame is formed by curing the dry mortar M. The size of the band 1 is not limited to the above, and a band having an appropriate size is prepared depending on the size of the slope N or the like. For example, a belt-like body having a width W of 0.2 m, a length L of 10.0 m, and a thickness a of 5 mm (in the roll state, 14 kg / roll (= 7 kg / m 2 )), or
There is a belt-like body having a width W of 0.2 m, a length L of 10.0 m, and a thickness a of 8 mm (24 kg / roll (= 12 kg / m 2 ) in a roll state).

なお、この実施形態では、帯状体1内に収容される硬化材料として、セメントと、細骨材としての砂が用いられる場合について説明するが、この発明は、セメントと、細骨材としての砂と、粗骨材としての砂利、礫および砕石等を混入させた材料にも適用できることは言うまでもない。また、ドライモルタルMを構成する骨材には、軽石(例えばパーライト)等を用いることができる。また、ドライモルタルMに例えばスチールファイバー等の補強材を混合し、硬化後の帯状体1の強度向上効果が得られるようにしてもよい。 In this embodiment, a case where cement and sand as a fine aggregate are used as the hardened material accommodated in the band 1 will be described. However, the present invention relates to cement and sand as a fine aggregate. Needless to say, the present invention can also be applied to materials mixed with gravel, gravel, crushed stone, and the like as coarse aggregates. Further, for the aggregate constituting the dry mortar M, pumice (for example, pearlite) or the like can be used. Further, for example, a reinforcing material such as steel fiber may be mixed in the dry mortar M so that the effect of improving the strength of the band 1 after curing may be obtained.

前記上シート部2と下シート部3は同一の構成を備えており、対向する二つの短辺mと対向する二つの長辺n(図4参照)を有する平面視矩形形状である。そして、例えば上シート部2は、表面側(表側)から内部空間S側(内側)に向かって順に、水溶性フィルム6、有孔マルチシート7およびネット8が設けられている3層構造を有する透水性シートである。下シート部3も上シート部2と同様の構成である。   The upper sheet portion 2 and the lower sheet portion 3 have the same configuration and have a rectangular shape in a plan view having two short sides m facing each other and two long sides n facing each other (see FIG. 4). For example, the upper sheet portion 2 has a three-layer structure in which a water-soluble film 6, a perforated multi-sheet 7 and a net 8 are provided in order from the front surface side (front side) to the inner space S side (inner side). It is a water-permeable sheet. The lower sheet portion 3 has the same configuration as the upper sheet portion 2.

水溶性フィルム6は、ドライモルタルMが通過できないもので、その素材としては、例えば、ポリビニルアルコール、水溶性ポリエステル等が挙げられる。水溶性フィルム6を用いることで、梱包 保管、輸送時等におけるドライモルタルMの漏れを防ぐことができる。   The water-soluble film 6 cannot pass dry mortar M, and examples of the material thereof include polyvinyl alcohol and water-soluble polyester. By using the water-soluble film 6, it is possible to prevent the dry mortar M from leaking during packaging, storage, and transportation.

有孔マルチシート7は、施工後に水を内側に透過させるために設けられたものであり、その素材としては、例えば、塩化ビニール、ポリエチレン、ポリオレフィン等が挙げられる。有孔マルチシート7には、ドライモルタルMを硬化するのに用いられる水を内部空間Sへ透過させる機能を有する複数の透過孔7aが形成されている。   The perforated multi-sheet 7 is provided to allow water to permeate inside after construction, and examples of the material thereof include vinyl chloride, polyethylene, and polyolefin. The perforated multi-sheet 7 is formed with a plurality of permeation holes 7 a having a function of allowing water used for curing the dry mortar M to permeate into the internal space S.

ネット8および8は、上下二つのシート部2および3のそれぞれを補強するために設けられたものであり、その素材としては、例えば、ポリエチレン、ポリプロピレン、ビニロン、生分解性プラスチック、ヤシ繊維、ジュート繊維等が挙げられる。   The nets 8 and 8 are provided to reinforce the upper and lower two sheet portions 2 and 3, respectively. Examples of the material include polyethylene, polypropylene, vinylon, biodegradable plastic, palm fiber, and jute. Examples thereof include fibers.

前記透水性シートは、「硬化材料の漏れ防止」、「水の透過性」、「強度」をすべて満たすものであればよく、上記の3層構造の他にも、例えば、布等の編織物による1層構造や、不織布とネットを組み合わせた2層構造等、種々のものが採用できる。また、水溶性フィルムは、例えば紙のような「水解性シート」でもよい。   The water permeable sheet only needs to satisfy all of “curing material leakage prevention”, “water permeability”, and “strength”. In addition to the above three-layer structure, for example, a knitted fabric such as cloth Various structures such as a one-layer structure based on the above and a two-layer structure combining a nonwoven fabric and a net can be employed. The water-soluble film may be a “water-decomposable sheet” such as paper.

そして、この実施形態では、上シート部2と下シート部3のそれぞれ四つの縁部A,B,C,D(図4参照)に挟まれる状態で、同じ厚みdを有する四つのウレタン部材9a,9a,9b,9bが設けられている。これらウレタン部材は、前記内部空間Sに収容されているドライモルタルMを外部にこぼさないためのこぼれ防止用である。すなわち、これらウレタン部材9a,9a,9b,9bと上下両シート部2,3とによって囲まれる形で前記内部空間Sが形成される。ウレタン部材9aは、帯状体1の長辺nに沿う縁部A,Bにそれぞれ設けられたウレタン部材である。一方、ウレタン部材9bは、帯状体1の短辺mに沿う縁部C,Dにそれぞれ設けられており、かつ、二つのウレタン部材9a,9a間に位置している。そして、上シート部2,下シート部3,ウレタン部材9a,9a,9b,9bは、例えば図3に示すように吊り糸4によって縫われている。   In this embodiment, the four urethane members 9a having the same thickness d are sandwiched between the four edge portions A, B, C, and D (see FIG. 4) of the upper sheet portion 2 and the lower sheet portion 3, respectively. , 9a, 9b, 9b are provided. These urethane members are for preventing spillage so as not to spill the dry mortar M accommodated in the internal space S to the outside. That is, the internal space S is formed so as to be surrounded by the urethane members 9a, 9a, 9b, 9b and the upper and lower sheet portions 2, 3. The urethane member 9 a is a urethane member provided on each of the edge portions A and B along the long side n of the strip 1. On the other hand, the urethane member 9b is provided at each of the edge portions C and D along the short side m of the strip 1 and is positioned between the two urethane members 9a and 9a. And the upper sheet | seat part 2, the lower sheet | seat part 3, and urethane member 9a, 9a, 9b, 9b are sewn by the hanging thread 4 as shown, for example in FIG.

而して、帯状体1,1を法面N上に格子状に設置する前に、公知の植生マット(例えば特許第4969906号公報に記載されている植生マット)10を法面Nの全面に敷設する。幅Wが0.2m、長さLが5.0m、厚みaが13mmの複数個(必要な数)の帯状体1は植生マット10の敷設のときと同様に、例えばロール状の状態〔19kg/巻(=19kg/m2 )〕で法面N上に搬送される。続いて、植生マット10上で等高
線方向に等間隔に複数の帯状体1を設置する。これら帯状体1を横帯という。次に、横帯1上で、等高線方向とは直交する方向に等間隔に複数の帯状体1を設置する。これら帯状体1を縦帯という。なお、図3は縦帯1を示している。これにより格子11が形成される。その際、横帯1と縦帯1の交点と直下の植生マット10の部分を貫くように固定部材であるアンカーピン12を打設する。続いて、全ての横帯1と縦帯1に散水し、横帯1と縦帯1内への水分の供給に伴ってドライモルタルMは硬化する。なお、降雨によってもドライモルタルMは硬化する。ドライモルタルMが硬化した後は、横帯1と縦帯1はその形状を維持できる。このようにして、横帯1と縦帯1の簡易な張り付け作業と、散水作業だけで法枠(図示せず)を形成できる。その後、例えば有機質材料や化学肥料、土壌改良剤、保水剤など植物の生育に直接または間接的に必要な植生材料に植物種子を加えて十分に混合した乾式の植生基材(図示せず)を植生マット10の上からこれを覆うようにして格子11内に吹き付け機によって適当な厚さになるように吹き付けてもよい。このようにすることにより、法面Nの緑化が達成される。
Thus, before the strips 1 and 1 are installed in a grid pattern on the slope N, a known vegetation mat (for example, a vegetation mat described in Japanese Patent No. 4969906) 10 is placed on the entire surface of the slope N. Lay down. A plurality (necessary number) of strips 1 having a width W of 0.2 m, a length L of 5.0 m, and a thickness a of 13 mm are, for example, in a roll-like state [19 kg / Winding (= 19 kg / m 2 )]. Subsequently, a plurality of strips 1 are installed at equal intervals in the contour direction on the vegetation mat 10. These strips 1 are referred to as horizontal strips. Next, on the horizontal belt 1, a plurality of belt-like bodies 1 are installed at equal intervals in a direction orthogonal to the contour line direction. These strips 1 are referred to as vertical bands. FIG. 3 shows the vertical band 1. Thereby, the lattice 11 is formed. At that time, an anchor pin 12 as a fixing member is driven so as to penetrate the intersection of the horizontal belt 1 and the vertical belt 1 and the portion of the vegetation mat 10 immediately below. Subsequently, water is sprayed to all the horizontal belts 1 and the vertical belts 1, and the dry mortar M is hardened with the supply of moisture into the horizontal belts 1 and the vertical belts 1. The dry mortar M is hardened by rain. After the dry mortar M is cured, the horizontal band 1 and the vertical band 1 can maintain their shapes. In this way, a method frame (not shown) can be formed by simply attaching the horizontal band 1 and the vertical band 1 and watering work. Then, for example, a dry vegetation base material (not shown) in which plant seeds are added to and mixed thoroughly with vegetation materials directly or indirectly necessary for plant growth, such as organic materials, chemical fertilizers, soil conditioners, and water retention agents. The vegetation mat 10 may be sprayed so as to cover the vegetation mat 10 so as to have an appropriate thickness in the lattice 11 by a spraying machine. By doing so, greening of the slope N is achieved.

なお、植生マット10を敷設する前の法面N上にネットを全面に張設してもよい。また、矩形の植生マットを帯状体の格子11内に嵌りこむ状態で法面N上に敷設してもよい。   A net may be stretched over the entire slope N before the vegetation mat 10 is laid. Further, a rectangular vegetation mat may be laid on the slope N in a state where the rectangular vegetation mat is fitted in the lattice 11 of the belt-like body.

図5は、前記上シート部2や下シート部3と同一構造の一枚のシート部20を折り曲げ、重なる二つの上下縁部20a,20bを長手方向に沿って縫付けるとともに、短手方向に沿って位置する縁部間に、それぞれウレタン部材9bを介在させながら上記実施形態と同様の縫い方でウレタン部材9bとシート部20を縫付けて帯状体1を形成するようにしたこの発明の他の実施形態を示す。   FIG. 5 shows that the sheet portion 20 having the same structure as the upper sheet portion 2 and the lower sheet portion 3 is bent, and the two upper and lower edge portions 20a and 20b are sewn along the longitudinal direction, and in the lateral direction. The belt-like body 1 is formed by sewing the urethane member 9b and the seat portion 20 in the same manner as in the above-described embodiment while interposing the urethane member 9b between the edges positioned along the edge. The embodiment of is shown.

また、上記各実施形態では、ウレタン部材とシート部を縫付けて帯状体1を形成するようにしたが、この発明では、縫合以外に、ホットメルト、熱溶着(ヒートシール)、超音波溶着、ステープル等の接着方法を用いて帯状体の端部を接着することにより帯状体を形成することも可能である。   Moreover, in each said embodiment, although the urethane member and the sheet | seat part were sewed and the strip | belt-shaped body 1 was formed, in this invention, hot melt, heat welding (heat sealing), ultrasonic welding, It is also possible to form the band by bonding the ends of the band using an adhesion method such as staple.

さらに、この発明では、帯状体の形成方法として、以下に示すものも適用可能である。(1)袋状(筒状)に形成した袋状体のシート体(シート部)に硬化材料を所望の厚みになるように充填して、前記袋状体のシート体の口部を、ウレタン部材を介在させて縫合するか、もしくは、上述した接着方法で接着する。(2)上記の袋状体のシート体を2つ使用して、一方の袋状体のシート体の口部をもう一方の袋状体のシート体の口部に差し込んで重なった部分を縫合して帯状体を形成するか、もしくは、前記重なった部分を上記接着方法を用いて接着して帯状体を形成する。   Furthermore, in the present invention, the following can be applied as a method for forming the band-like body. (1) A bag-shaped sheet body (sheet portion) formed in a bag shape (tubular shape) is filled with a curable material so as to have a desired thickness, and the mouth portion of the bag-shaped sheet body is made of urethane. It is sewn with a member interposed, or bonded by the bonding method described above. (2) Using two bag-like sheet bodies, the mouth portion of one bag-like body is inserted into the mouth portion of the other bag-like body, and the overlapped portion is sewn. Then, a band-shaped body is formed, or the overlapped portion is bonded using the bonding method to form a band-shaped body.

1 帯状体
M 硬化材料
S 内部空間
N 法面
11 格子

DESCRIPTION OF SYMBOLS 1 Strip body M Hardening material S Internal space N Slope 11 Grid

Claims (4)

法枠を形成するための法枠工法において、吸水または吸湿により硬化する硬化材料を予め内部に収容するよう製造した帯状体を施工現場に搬送し、次いでその帯状体を法面上に格子状に設置するとともに、その交点を固定部材で貫くように法面に固定し、さらに、その帯状体に水を加えて前記硬化材料の硬化により法枠を形成することを特徴とする法枠工法。 In a frame construction method for forming a frame, a belt-shaped body manufactured so as to accommodate a cured material that is hardened by water absorption or moisture absorption in advance is transported to the construction site, and then the belt-shaped body is grid-shaped on the slope. A method frame construction method characterized in that the frame is fixed to a slope so that the intersection is penetrated by a fixing member, and water is added to the belt-like body to form a frame by curing the curable material. 前記硬化材料が、セメントに砂又は軽石を混合してなるドライモルタルである請求項1に記載の法枠工法。 The method frame construction method according to claim 1, wherein the hardened material is dry mortar obtained by mixing sand or pumice with cement . 前記格子状に設置される帯状体の下方に前もって植生マットを敷設する請求項1または2に記載の法枠工法。 The frame method according to claim 1 or 2 , wherein a vegetation mat is laid in advance below the band-like body installed in the lattice shape. 請求項1〜請求項3のいずれか1項に記載の法枠工法を用いて形成された法枠構造。




A frame structure formed using the frame method according to any one of claims 1 to 3 .




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