JP2011032650A - Mud wall - Google Patents

Mud wall Download PDF

Info

Publication number
JP2011032650A
JP2011032650A JP2009177237A JP2009177237A JP2011032650A JP 2011032650 A JP2011032650 A JP 2011032650A JP 2009177237 A JP2009177237 A JP 2009177237A JP 2009177237 A JP2009177237 A JP 2009177237A JP 2011032650 A JP2011032650 A JP 2011032650A
Authority
JP
Japan
Prior art keywords
net
wall
bamboo
komai
soil
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
JP2009177237A
Other languages
Japanese (ja)
Inventor
Yukiaki Inoue
征昭 井上
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.)
INOUE SHOKAI KK
Original Assignee
INOUE SHOKAI KK
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 INOUE SHOKAI KK filed Critical INOUE SHOKAI KK
Priority to JP2009177237A priority Critical patent/JP2011032650A/en
Publication of JP2011032650A publication Critical patent/JP2011032650A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Finishing Walls (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a mud wall to solve problems such as a threat to a person's health, which are caused because new building materials having no humidity control function are heavily used in a house with increased airtightness despite the high-humidity climate of Japan. <P>SOLUTION: This mud wall is constituted by applying a wall material to a wall structure, a plurality of core materials 12 arranged in the lateral direction of the wall fixed to the structure, a net bamboo lath 1 composed of a net 11 arranged in the state of being superposed on the core material, and meshes of the net, in such a manner that the wall material bites into them. The wall structure of the house is constructed by using soil enhancing the humidity control function and a heat insulation effect. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は住宅の土壁構造に関するものである。 The present invention relates to a soil wall structure of a house.

昔の家は木と土と紙だけで作られており、通気性の高い住まいであったが、最近では木製の建具からアルミサッシに変化し、壁の構造体も土から新建材に変わり、機密性の高い住宅が作られる様になった。しかし湿度の高い日本の気候では、結露やカビ発生の原因にもなり、新建材や家具からと思われる有機ガスの発生で室内が汚染され、アトピーや喘息、花粉症など、化学物質過敏症で困っている人達が増加している現状がある。 Old houses were made of wood, soil, and paper, and they were highly breathable, but recently, the wooden structure has changed from an aluminum sash, and the wall structure has changed from soil to a new building material. Highly confidential housing has been created. However, in the humid climate of Japan, it can cause condensation and mold, and organic gas generation from new building materials and furniture can contaminate the interior, resulting in chemical hypersensitivity such as atopy, asthma, and hay fever. There is an increasing number of people in need.

日本の気候から考えると、昔の様な通気性のある壁材で躯体を構成させるのが最も望ましいが、壁材を塗るには竹を縱横に網の様に編んだ小舞下地を必要とする。しかしその職人の殆どか高齢となり、技術継承に必要な現場の数も激減しており継承が難しい状況になっており、又大量の泥土を必要とする荒壁を捏ねる現場のスペースや保管場所の確保も難しく、乾燥期間など工期の問題もあり実現が困難な状況となっている現状がある。   Considering the Japanese climate, it is most desirable to make the enclosure out of breathable wall materials as in the past, but to apply the wall material, a Komai foundation knitted like a net beside the bamboo fence is required. To do. However, most of the craftsmen are aged, and the number of sites required for technology transfer is drastically reduced, making it difficult to transfer, and securing space and storage space on the site that asks for rough walls that require large amounts of mud. However, it is difficult to implement due to problems with the construction period such as the drying period.

現在の住宅では、内装壁の躯体に石膏ボードを用いていますが、産業廃棄物としての処理方法が難しく、燃えず埋めれば有機ガスが発生するなど、環境を汚染させる厄介な素材として問題視されている。   In today's houses, gypsum board is used for the housing of the interior wall, but it is difficult to treat as industrial waste, and organic gas is generated if it is buried without burning, and it is regarded as a troublesome material that pollutes the environment. ing.

特許文献1では、竹小舞下地に変わる下地としてベニヤ合板に多数の穴を開け両面に壁材を塗り解決を図るものである。   In Patent Document 1, as a base material that replaces the bamboo Komai base material, a large number of holes are formed in a plywood plywood, and wall materials are applied to both sides to solve the problem.

この方法を用いれば、竹小舞と同等の下地が専門の職人も必要とせず、従来の石膏ボード張りと変わらず、施工が容易であるとしている。   If this method is used, the groundwork equivalent to Takekomai does not require a specialized craftsman, and it is said that the construction is easy without changing from a conventional plasterboard.

特許文献2の場合は、竹を縱横に一定の間隔を空け藁紐やビニール紐などで縛り小舞下地を形成させていた従来の方法から、ぬき板に取り付ける部材を用いて挟み固定させ、一定の間隔で横材保持用の部材を取り付け竹を差し込むなどの方法で、縄で編んだ竹小舞下地と同等の下地を構成させるものである。   In the case of Patent Document 2, it is fixed by using a member attached to a punching plate from a conventional method in which bamboo is tied with a string or a vinyl string at a certain interval next to the fence to form a Komai foundation. A base material equivalent to the bamboo Komai base knitted with a rope is formed by attaching a member for holding a horizontal member at an interval of and inserting bamboo.

この工法を用いれば専門の職人も必要とせず一本一本縄などで編んだ竹小舞より強固になり均一した下地が得られるとしている。   Using this method, it is said that it does not require specialized craftsmen and can be made stronger and more uniform than bamboo knives knitted with individual ropes.

特開2004ー68431JP 2004-68431 A 特開平5ー195609JP-A-5-195609

特許文献1では、ベニヤ合板に無数の穴を開け竹小舞下地と同等の条件にさせる方法であるが、この場合、湿式工法である塗り壁の水分が合板を膨張させたり、合板ベニヤのアクが塗り壁に染みだし、色むらの原因になり、更に乾燥時に合板が縮むなどで塗り壁を剥離させたりひび割れを起こす恐れが考えられる。   In Patent Document 1, a myriad of holes are made in a veneer plywood so that the conditions are the same as that of a bamboo Komai foundation. In this case, the moisture on the painted wall, which is a wet method, causes the plywood to expand, The paint wall oozes out and causes uneven color, and the plywood shrinks during drying, which may cause the paint wall to peel off or crack.

特許文献2の場合では、ぬき板に差し込む部材で竹を縱に固定させ一定の間隔に横材保持部材を取り付け、その部分に竹を通したり挟み込んで竹小舞を構築させる方法で従来の竹小舞下地と同等であるが、この場合、竹と竹を十文字に編んだ編み目の空間は30mm〜40mmの空間になっておりそのためには、片面に粒子の粗い荒壁土を塗り乾燥させた後、裏面に再び荒壁土を塗って裏と表を一体化させる方法である。そのため壁材の厚みは仕上げ塗りも含めると60mm〜80mmの厚みになり、内部スペースを考えると、柱と柱の間に位置させなければならず、真壁方式の和風建築や、田舎建て仕様の住宅に限定され、洋式住宅が多い現在の工法では柱が壁の中に入り込み、連続させた大壁作りになっており時代に即した工法とは言えない。   In the case of Patent Document 2, a conventional bamboo is constructed by fixing a bamboo to a fence with a member inserted into a punching board, attaching a cross member holding member at a fixed interval, and constructing a bamboo small dance by passing or sandwiching the bamboo in that part. Although it is the same as the Komai foundation, in this case, the space where the bamboo and bamboo are knitted in a cross is 30mm to 40mm, and for that purpose, the rough wall soil with coarse particles is applied on one side and dried. In this method, the back side and the front side are integrated by applying rough wall soil to the back side again. For this reason, the wall material has a thickness of 60mm to 80mm, including the finish coating. Considering the internal space, it must be positioned between the pillars. However, in the current construction method with many Western-style houses, pillars enter the wall and make a continuous large wall.

特許文献1と2では、泥土を塗って構築させる従来の荒壁方式となっており、先に述べた通り泥土を捏ねるスペースの確保や保管期間も長く、荒壁の乾燥に半月から一カ月を要するなど、現在の住宅事情から見ても問題があまりにも多い。その為、竹小舞下地を改良し、薄塗り可能な下地作りを行い、土壁の厚みを二分の一以下に押さえる工法を開発させる。   In Patent Documents 1 and 2, it is a conventional rough wall system that is constructed by applying mud, and as mentioned above, the space for kneading mud is long and the storage period is long, and it takes half to one month to dry the rough wall. There are too many problems in view of the current housing situation. Therefore, we will improve the bamboo Komai base, create a base that can be lightly coated, and develop a method to reduce the thickness of the earth wall to less than half.

本発明の土壁は、壁の構造体と、前記構造体に固定された壁の横方向に複数個配置された芯材とこの芯材に重ねて配置したネットで構成されたネット竹小舞と前記ネットの編目に壁材を食い込ませて塗ることを特徴とするものである。   The earth wall of the present invention is a net bamboo Komai comprising a wall structure, a plurality of core members arranged in the lateral direction of the wall fixed to the structure, and a net placed on the core material. A wall material is bitten into the net stitch and is applied.

複数個の心材に重ねてネットを配置し壁材を塗る構成にしたので、ネットに壁材が食い込んで接着の強度が増し、剥離が発生しにくい。またガラス繊維などで作られたネット状のシートを用いて、水平方向に竹を挟む様に編んで作られたネット小舞は、縦竹を必要とせず、交差する部分の厚さが薄くなり、従来の竹小舞下地の二分の一の厚みで済み軽量化が図られる。   Since the net is arranged on a plurality of core materials and the wall material is applied, the wall material bites into the net, the strength of adhesion is increased, and peeling is unlikely to occur. In addition, net Komai made by using a net-like sheet made of glass fiber or the like so as to sandwich bamboo in the horizontal direction does not require vertical bamboo, and the thickness of the intersecting portion is reduced. Thus, the thickness can be reduced to one-half the thickness of the conventional bamboo Komai foundation.

取り付け方法も他の建材と同様にビス留めで行えるので、工事が簡単である。また、石膏ボード貼りなどの取り付け下地の骨組もこれまでと同様で、変更の必要がない。   Installation can be done with screws just like other building materials, so construction is easy. Also, the framework of the mounting base such as plasterboard is the same as before, and there is no need to change it.

さらに、縄で竹を編む必要がなくなり、課題であった専門の竹小舞下地職人の必要がなく大工、左官や作業工などでも取り付けが可能になり、専門職の高齢化や継承問題も解消される。   In addition, it is no longer necessary to knit bamboo with ropes, and there is no need for specialized bamboo craftsman craftsmen, which can be installed by carpenters, plasterers and workers, eliminating the aging and inheritance problems of professionals Is done.

土の塗り厚が半分以下となり乾燥期間が短くなり、工期の短縮が図れ、大量の泥土を現場に持ち込む問題も解消される。   The soil coating thickness is less than half, the drying period is shortened, the construction period is shortened, and the problem of bringing a large amount of mud into the field is also eliminated.

(A)は本発明によるネット竹小舞の形状を示す正面図、(B)はA−A断面図(A) is a front view showing the shape of the net bamboo Komai according to the present invention, (B) is a cross-sectional view taken along the line AA. 本発明によるネット竹小舞の取り付け下地の骨組図Frame diagram of the mounting base of net bamboo Komai according to the present invention 本発明によるネット竹小舞の取り付け図Net bamboo Komai installation drawing according to the present invention 本発明による土壁や通気呼吸状態を示すB−B断面図BB sectional drawing which shows the dirt wall by this invention, and ventilation | gas_breathing state 本発明のネット竹小舞、巻き込み状態の図Figure of the net bamboo Komai of the present invention, entrainment state 本発明のネット竹小舞の天端処理図を示すA−A断面図AA sectional view showing the top edge processing of the net bamboo Komai of the present invention 本発明のネット竹小舞や壁材の設置状況を示すC−C断面図CC sectional view showing the installation situation of net bamboo Komai and wall material of the present invention (A)は本発明のネット竹小舞の他の実施例を示す図、(B)はD−D断面図(A) is the figure which shows the other Example of the net bamboo Komai of this invention, (B) is DD sectional drawing. 本発明のネット竹小舞の他の実施例を示す図The figure which shows the other Example of the net bamboo Komai of this invention. 本発明のネット竹小舞の他の実施例を示すE−E断面図EE sectional view showing another embodiment of the net bamboo Komai of the present invention

縦竹と横竹をクロスさせて縄で編む竹小舞下地から、縦竹を省く方法として麻やガラス繊維などで作られたネットを用いて、竹を横方向に一定の間隔を開け連続して差し込む方法で作るか、複数のネットを用いて裏と表の中間に竹を挟み固定させる方法で、スダレの様な形のネット竹小舞下地を構築させる。     Using bamboo nets made of hemp or glass fiber as a method to eliminate vertical bamboo, bamboo is laid continuously at a certain interval in the horizontal direction from bamboo Komai foundation that crosses vertical bamboo and horizontal bamboo and knits with rope. A net bamboo Komai foundation shaped like a sudare can be constructed by either inserting it or using multiple nets to fix the bamboo between the back and front.

図1(A)に本発明の土壁の実施例を示す。ネット竹木舞1は、ネット11に芯材である竹12を水平に設置し、縦に複数個設けて構成される。ネット11はガラス入りの樹脂繊維で構成され、1平方メートルあたり100〜500グラム好ましくは150〜200グラム、編目の寸法が一辺10〜20mmの矩形あるいは円形のものが使用される。竹12は縦に4〜6割りに裂いた細長い形状、幅15mm〜50mm好ましくは20〜35mmのものが使用される。ネット11の一部に切れ目を入れて、その切れ目に竹12を縫うようにして留める。図1(B)は図1(A)のA−A断面を示す断面図であり、複数の竹12をネット11に取り付けた状態を示す。複数の竹12の取り付けの間隔H(図1(A)に示す)は16〜60mmで行い、竹12に設けられたビス穴13にビス(図示せず)を用いて、ネット11と竹12とを固定させる。   FIG. 1A shows an example of a clay wall of the present invention. The net Takeki Mai 1 is configured by arranging a bamboo 12 as a core material on a net 11 horizontally, and providing a plurality of them vertically. The net 11 is made of glass-filled resin fibers, and a rectangular or circular one having a size of 100 to 500 grams per square meter, preferably 150 to 200 grams and a stitch size of 10 to 20 mm on a side is used. The bamboo 12 is used in an elongated shape that is vertically split into 4 to 60% and has a width of 15 to 50 mm, preferably 20 to 35 mm. A cut is made in a part of the net 11, and the bamboo 12 is sewed to the cut. FIG. 1B is a cross-sectional view showing the AA cross section of FIG. 1A, and shows a state where a plurality of bamboos 12 are attached to the net 11. A mounting interval H (shown in FIG. 1A) of the plurality of bamboos 12 is 16 to 60 mm, and a screw (not shown) is used for a screw hole 13 provided in the bamboo 12 to connect the net 11 and the bamboo 12. And fix.

ネット11の編目の形状は、矩形ばかりでなく他の多角形でも可能である。また、2枚のネット11で竹12を挟み込み、この2枚のネットの網目のピッチサイズを、室内側の塗り面を荒く室外側を細かくすることもできる。   The stitch shape of the net 11 can be not only a rectangle but also other polygons. Further, the bamboo 12 can be sandwiched between the two nets 11, and the pitch size of the nets of the two nets can be made rougher on the indoor coating surface and finer on the outdoor side.

図2は本発明のネット竹木舞を取り付ける壁の骨組み2を示したもので、建物の天井6と床5との間に柱4があり、柱4の間に間柱21を設けている。22と23は壁材の収縮による隙間の発生を防止するための桟木を示している。   FIG. 2 shows a frame 2 of a wall to which the net bamboo wood dance of the present invention is attached. A pillar 4 is provided between a ceiling 6 and a floor 5 of the building, and a spacer 21 is provided between the pillars 4. Reference numerals 22 and 23 denote crosspieces for preventing the generation of a gap due to contraction of the wall material.

図3は、図2で示した骨組み2に竹12を取り付けた状態を示したもので、間柱21を横断して竹12が水平に取り付けられている。なお図がわかりにくくなるのでネットの記載は省略しており、ネットの取り付けは図4に記載している。
図4は図3のB−B断面を拡大して示すもので、竹12をビス14で桟木22に取り付け、竹12と竹12に取り付けられたネット11を覆うように壁材である壁材7を塗布する。壁材7はネット11の網目の間に浸透し食い込んで、接続を強固なものにする。
壁材の重量は、ネット11を介して竹12で、さらに竹12が間柱21に固定され、支えられている。
FIG. 3 shows a state in which the bamboo 12 is attached to the framework 2 shown in FIG. 2. The bamboo 12 is attached horizontally across the stud 21. Since the figure is difficult to understand, the description of the net is omitted, and the attachment of the net is shown in FIG.
FIG. 4 is an enlarged view of the BB cross section of FIG. 3. The bamboo 12 is attached to the pier 22 with screws 14, and the wall material is a wall material so as to cover the bamboo 12 and the net 11 attached to the bamboo 12. 7 is applied. The wall material 7 penetrates between the meshes of the net 11 and bites into the net 11, thereby strengthening the connection.
The weight of the wall material is the bamboo 12 via the net 11, and the bamboo 12 is further fixed and supported by the spacer 21.

なお壁材7は通気性があるので、図に示すXからYへと空気の自然通気が可能である。
図5は、ネット竹木舞1を建物に設置する前の状態を示すもので、ネット11と竹12を一体に固定した状態で、スダレのように巻いておくことができる。このため事前に竹木舞の製作が行え、現場での作業時間の短縮がはかられるばかりでなく、保管や搬入が容易に行える。
図6はネット11の端面の状態を示したもので、ネット11の天端11aを折り曲げて竹12に巻き付け、留め具15で固定することにより、ネット11と竹12をより強固に固定させている。
図7は図3のC−C断面を拡大して示した図であり、間柱21に固定された竹12とネット11をビス14で取り付け、その竹木舞1を覆うように壁材7を塗布している。
図8(A)は、竹11とネット12の固定の状態の他の実施例を示す図であり、図8(B)は図8(A)のD−D断面図である。図に示すように、竹12をネット11を挟み、留め具15で固定している。このように竹11をネットに挟まず、一定の間隔で取り付け、表面にネット11を取り付けることもできる。
Since the wall material 7 has air permeability, natural air can be ventilated from X to Y shown in the figure.
FIG. 5 shows a state before the net Takeki Mai 1 is installed in a building, and the net 11 and the bamboo 12 can be wound together like a suddle with the net 11 and the bamboo 12 fixed together. For this reason, Mai Takeki can be manufactured in advance, not only shortening the work time on site, but also easy to store and carry in.
FIG. 6 shows the state of the end face of the net 11. The top end 11 a of the net 11 is bent and wound around the bamboo 12, and fixed with a fastener 15, thereby fixing the net 11 and the bamboo 12 more firmly. Yes.
FIG. 7 is an enlarged view of the CC cross section of FIG. 3. The bamboo 12 fixed to the stud 21 and the net 11 are attached with screws 14, and the wall material 7 is attached so as to cover the bamboo 1. It is applied.
FIG. 8A is a view showing another embodiment of the state in which the bamboo 11 and the net 12 are fixed, and FIG. 8B is a sectional view taken along the line DD in FIG. 8A. As shown in the figure, the bamboo 12 is sandwiched between the nets 11 and fixed with fasteners 15. In this way, the bamboo 11 can be attached to the net without being sandwiched between the nets, and the net 11 can be attached to the surface.

図9は、本発明の他の実施例を示す図であり、2枚のネット11bと11cを竹12を挟むように設けて、ネット竹小舞1aを構成する。塗りつけ面(室内側)のネットは網目が粗く、裏面(室外側)のネットは網目を細かくする。図10は図9のE−E断面の拡大図である。このようにすると内側はネットから壁材が押し出され、外側で壁材がネットに押し付けられ接着性が良くなる。   FIG. 9 is a diagram showing another embodiment of the present invention, and two nets 11b and 11c are provided so as to sandwich the bamboo 12, thereby constituting a net bamboo komai 1a. The net on the painted surface (inside the room) has a coarse mesh, and the net on the back (outside) has a fine mesh. FIG. 10 is an enlarged view of the EE cross section of FIG. If it does in this way, a wall material will be extruded from a net | network inside, and a wall material will be pressed against a net | network on the outside, and adhesiveness will improve.

本発明のネット竹小舞いの形状は、石膏ボードなどと同じ大きさの縦1,800mm×横900mmが標準であるが、大壁用として自由な大きさに作ることが出来る。   The shape of the net bamboo Komai of the present invention is 1,800 mm in length and 900 mm in width, which is the same size as a gypsum board, etc., but it can be made in a free size for large walls.

従来の土壁では土の厚みを持って断熱効果と調湿効果を得ていたが、薄塗りでも同等の効果を発揮させる土の開発として、乾燥させた粘土を3mm〜15mm以下にに粉砕し、断熱機能や調湿能力が普通の土よりも数段高い天然素材の珪藻土などを20パーセント〜50パーセント混入させて高機能土を作り本発明の壁材に用いる。   In conventional soil walls, the thickness of the soil was sufficient to obtain a heat insulation effect and a humidity control effect. However, as a soil development that exhibits the same effect even with thin coating, the dried clay is crushed to 3 mm to 15 mm or less. Further, 20% to 50% of a natural material diatomaceous earth having a heat insulation function and a humidity control ability that are several steps higher than ordinary soil is mixed to make a high functional soil and used for the wall material of the present invention.

さらに、開発させた土は粘性の高い土になっており、粘性の高い土の場合これまでは、砂と藁を配合させて土の粘土調整を行い下塗などに用いていたが、本発明では、砂を用いた粘土調整は行わず5mm〜20mmに細かく切った藁すさを通常の3倍〜5倍以上混入させる方法で調整、それによって更に保温効果の高い壁材となる。   In addition, the developed soil is highly viscous soil, and in the case of highly viscous soil, until now, sand and straw were mixed to adjust the clay of the soil and used for primer, etc. The clay is not adjusted using sand, and is adjusted by a method that mixes 3 to 5 times or more of the chopped soot that is finely cut into 5 mm to 20 mm.

開発させた土は袋入りの形態になり必要な分だけ持ち込むため、現場も汚さず保管のスペースも不必要になり狭い敷地や都会など全ての住宅で本格的な土壁の住まいを実現させる。   Since the developed soil is in a bag and brought in as much as necessary, the site is not polluted and storage space is not required, making it possible to realize full-scale dwelling in all houses such as small sites and cities.

従来の竹小舞下地は竹を縦横にクロスさせて編まれているが、編目の直径が30mm〜40mmの大きさに空いており、分子の細かい土では穴から抜け落ちる為、粗い土に足の長い藁すさを入れ分厚く塗る必要がある。竹小舞ネットの場合、竹と竹を繋なぐ間隔がネットで繋がっており、塗り付けられた土が竹の隙間から押し出されても落下せず、ネットに接着させるため、分子の細かい土を用いての薄塗りが可能になる。その為、内部スペースに殆ど影響を与えずに大壁構造の躯体を構築させる。   The conventional bamboo Komai foundation is knitted by crossing the bamboo vertically and horizontally, but the diameter of the stitch is 30mm to 40mm, and in the case of fine molecular soil it falls out of the hole, It is necessary to apply a long coat to make it thick. In the case of Bamboo Komai Net, the interval between the bamboo and the bamboo is connected by the net, and even if the painted soil is pushed out from the gap between the bamboo, it does not fall and adheres to the net. Thin coating with use becomes possible. Therefore, a large wall structure is constructed with little effect on the internal space.

石膏ボードなどの下地は通気性を有しておらず、土壁の下地としては不向きである。ネット竹小舞下地の場合、裏表から自由に呼吸機能が発揮され、土特有の通気性を生かした土壁が構築出来る。   The groundwork such as plasterboard does not have air permeability and is not suitable as a groundwork groundwork. In the case of the net bamboo Komai foundation, the breathing function is exhibited freely from the front and back, and a soil wall that makes use of the breathability unique to soil can be constructed.

従来の竹小舞下地の場合、山などから採取した粒子の粗い土をそのまま用いて足の長い藁と水で練り込んだ土を壁の片面に塗り付ける。塗り付けた日から20日〜30日以上自然乾燥させて固まった頃に、更に裏面に同様の土を塗り付け乾燥させてようやく壁下地が出来る。本発明のネット竹小舞は表面施工だけの薄塗り工法で工期を大幅に短縮させる。
実施例では、心材として竹12を用いたが、木材やプラスチックや金属を用いても良く、ネット11はガラス入りの樹脂繊維意外に、天然素材の麻や藁を用いてもよく、化学繊維や、金属を用いても良く、また炭素繊維を混入させても良い。
またネット11の網目の繊維の方向が間柱21に対して斜めに設けると、壁の構造を強化できる。
In the case of a traditional bamboo Komai foundation, use a coarse grained soil sampled from a mountain or the like, and apply a long-legged heel and soil kneaded with water to one side of the wall. When it has been naturally dried and hardened for 20 to 30 days or more from the date of application, it is finally possible to apply a similar soil to the back side and dry it to form a wall foundation. The net bamboo Komai of the present invention significantly shortens the construction period by a thin coating method only for surface construction.
In the examples, bamboo 12 was used as the core material, but wood, plastic, or metal may be used. The net 11 may be made of natural material such as hemp or straw, in addition to glass-filled resin fibers, Metals may be used, and carbon fibers may be mixed.
Moreover, when the direction of the fiber of the net | network of 11 is diagonally provided with respect to the stud 21, the structure of a wall can be strengthened.

1 竹小舞ネット
7 壁材
11 ネット
11a ネットの折り曲げ
12 芯材(竹)
15 留め具
1 Bamboo Komai Net 7 Wall Material 11 Net 11a Net Bending 12 Core Material (Bamboo)
15 Fastener

Claims (5)

壁の構造体と、前記構造体に固定された壁の横方向に複数個配置された芯材と前記芯材に重ねて配置したネットで構成されたネット竹小舞と前記ネットの編目に壁材を食い込ませて塗ることを特徴とする土壁。   A wall structure, a plurality of core members arranged in a lateral direction of the wall fixed to the structure body, and a net bamboo Komai composed of a net disposed on the core member, and a wall of the net stitch A mud wall characterized by being painted with wood. 芯材とネットを織り込んで構成した請求項1に記載の土壁。   The earth wall according to claim 1, wherein the earth wall is constructed by weaving a core material and a net. ネットの端部を芯材に固定した請求1〜2のいずれか1項に記載の土壁。   The earth wall of any one of Claims 1-2 which fixed the edge part of the net | network to the core material. ネット竹小舞は、網目の異なる複数のネットで裏と表に芯材を挟んで取り付けられた請求項1又は請求項3項のいずれか1項に記載の土壁。   The earthen wall according to any one of claims 1 and 3, wherein the net bamboo Komai is attached with a plurality of nets having different meshes sandwiching a core material between the back and the front. 壁材は、珪藻土を混入させた請求項1〜4のいずれか1項に記載の土壁。   The wall material according to any one of claims 1 to 4, wherein the wall material is mixed with diatomaceous earth.
JP2009177237A 2009-07-30 2009-07-30 Mud wall Pending JP2011032650A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2009177237A JP2011032650A (en) 2009-07-30 2009-07-30 Mud wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2009177237A JP2011032650A (en) 2009-07-30 2009-07-30 Mud wall

Publications (1)

Publication Number Publication Date
JP2011032650A true JP2011032650A (en) 2011-02-17

Family

ID=43761996

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2009177237A Pending JP2011032650A (en) 2009-07-30 2009-07-30 Mud wall

Country Status (1)

Country Link
JP (1) JP2011032650A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013044127A (en) * 2011-08-23 2013-03-04 Tatsuo Saito Vegetable base plate and soil wall panel utilizing the same
CN103255885A (en) * 2013-04-28 2013-08-21 世技机械江苏有限公司 Plaster mesh
JP2017040045A (en) * 2015-08-17 2017-02-23 株式会社日総 Structure for plastered wall and plastered wall structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013044127A (en) * 2011-08-23 2013-03-04 Tatsuo Saito Vegetable base plate and soil wall panel utilizing the same
CN103255885A (en) * 2013-04-28 2013-08-21 世技机械江苏有限公司 Plaster mesh
JP2017040045A (en) * 2015-08-17 2017-02-23 株式会社日総 Structure for plastered wall and plastered wall structure

Similar Documents

Publication Publication Date Title
JP5608017B2 (en) Wooden pillar
US20130097956A1 (en) Composite Concrete and Framing System and Method for Building Construction
JP2011032650A (en) Mud wall
HRP20161507T1 (en) Outer wall of building made of dense rock wool
EA020778B1 (en) System for insulating buildings from the outside
KR20080088781A (en) Wall structure of korean style house
RU80870U1 (en) BUILDING PANEL
DE212009000162U1 (en) Exterior wall for a low energy construction
US20080295430A1 (en) Thin shell cementitious coated shear wall structural panel assembly and method of manufacture
DE4338185A1 (en) House of wooden prefab. construction - incorporates heating pipes in walls between inside wall panels and insulating material in wall cavity
JP3966396B2 (en) Aeration drainage structure
JP2016151124A (en) Roof structure
JP3944599B2 (en) Aeration drainer
JP3873226B2 (en) Base wall structure
CN213539385U (en) Wall body of light steel house
KR101126934B1 (en) Construction structure of the loess-wall having ventilation
JP2011132750A (en) Aseismatic waterproof and moisture-permeable sheet (aseismatic net)
RU81220U1 (en) SHEET CONSTRUCTION PRODUCT
JP3992165B2 (en) Aeration drainer
AT14976U1 (en) Wooden framed construction element made of wooden girders, bales of straw and loam
JP3992169B2 (en) Aeration drainage structure
JP3992166B2 (en) Aeration drainage structure
JP3972971B2 (en) Aeration drainage structure
JP3992170B2 (en) Aeration drainage structure
JP5043570B2 (en) The ventilation structure of the back of the hut and the method of manufacturing the panel.