JP2662643B2 - Exterior walls of buildings, methods of construction and reinforced nets used for the exterior walls - Google Patents
Exterior walls of buildings, methods of construction and reinforced nets used for the exterior wallsInfo
- Publication number
- JP2662643B2 JP2662643B2 JP24669894A JP24669894A JP2662643B2 JP 2662643 B2 JP2662643 B2 JP 2662643B2 JP 24669894 A JP24669894 A JP 24669894A JP 24669894 A JP24669894 A JP 24669894A JP 2662643 B2 JP2662643 B2 JP 2662643B2
- Authority
- JP
- Japan
- Prior art keywords
- horizontal
- net
- horizontal streak
- streaks
- fitting
- 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 - Fee Related
Links
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、建造物の外壁とその構
築法の改良及びその外壁に用いる鉄筋ネットに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improved outer wall of a building, a method of constructing the outer wall, and a reinforced net used for the outer wall.
【0002】[0002]
【従来の技術】この種の建造物の外壁として、特開昭6
−57905号公報に記載されたものがある。2. Description of the Related Art Japanese Patent Application Laid-Open No.
Japanese Patent Application Laid-Open No. 57790/57.
【0003】その建造物の外壁は、外壁枠が、躯体外面
と所要の間隔をおいて対設した鉄筋ネットに多数のセラ
ミック陶板を装架してなり、その外壁枠と躯体外面との
上記間隔内にモルタルを打設充填してなるもので、上記
鉄筋ネットが、縦筋の内面に配列した横筋を、躯体外面
に取り付けたネット支持具の多段の横筋受け部に乗載支
承することにより、所定の位置に架設支持されているも
のである。[0003] The outer wall of the building is formed by mounting a large number of ceramic porcelain plates on a reinforcing steel net whose outer wall frame is provided at a required distance from the outer surface of the skeleton, and the above-mentioned distance between the outer wall frame and the outer surface of the skeleton. By casting and filling mortar in the above, the reinforcing steel net, by mounting the horizontal streaks arranged on the inner surface of the vertical streaks on the multi-stage horizontal streak receiving part of the net support attached to the outer surface of the skeleton, It is erected and supported at a predetermined position.
【0004】また、セラミック陶板は、それに縦筋嵌合
部が形成されており、その縦筋嵌合部を縦筋に嵌合させ
ることにより、鉄筋ネットに装架されている。Further, the ceramic porcelain plate is formed with a vertical streak fitting portion, and is fitted on the reinforcing bar net by fitting the vertical streak fitting portion to the vertical streak.
【0005】セラミック陶板を縦筋に嵌合した場合、該
セラミック陶板は左右方向での移動はできないものの、
縦筋に沿った上下方向での移動ができるため、結果とし
て上段側のセラミック陶板の荷重が下段側のセラミック
陶板に累積して加えられることになる。When a ceramic porcelain plate is fitted to a vertical streak, the ceramic porcelain plate cannot move in the left-right direction,
Since it is possible to move in the vertical direction along the vertical streaks, as a result, the load of the upper ceramic porcelain plate is cumulatively applied to the lower ceramic porcelain plate.
【0006】[0006]
【発明が解決しようとする課題】このため、セラミック
陶板自体をそれらの荷重に耐える厚み等に設定する必要
があるとともに、縦筋嵌合部を形成したものでは、セラ
ミック陶板を単純連続引抜き工法によって連続的に製造
できず、製造コストを引き下げられないという欠点があ
る。For this reason, it is necessary to set the ceramic porcelain plate itself to have a thickness or the like that can withstand the load, and in the case where the vertical streak fitting portion is formed, the ceramic porcelain plate is drawn by a simple continuous drawing method. There is a drawback that it cannot be manufactured continuously and the manufacturing cost cannot be reduced.
【0007】そこで、セラミック陶板に横筋嵌合部を形
成しておき、その横筋嵌合部を鉄筋ネットの横筋に嵌合
することにより、該セラミック陶板を鉄筋ネットに装架
させたいが、セラミック陶板に形成する横筋嵌合部を、
縦筋の外側からその内側に配列した横筋嵌合部に嵌合さ
せるように、大きく突出して形成しなければならず、全
体としては分厚いセラミック陶板になってしまう。Therefore, it is desirable to form a horizontal streak fitting portion on a ceramic porcelain plate and fit the horizontal streak fitting portion to a horizontal streak of a reinforcing steel net, thereby mounting the ceramic porcelain plate on the reinforcing steel net. The horizontal bar fitting part formed in
In order to fit from the outside of the vertical streak to the horizontal streak fitting portion arranged inside the vertical streak, the protrusion must be formed so as to protrude greatly, resulting in a thick ceramic porcelain plate as a whole.
【0008】また、この場合には、セラミック陶板の薄
い部分の厚さと特に横筋嵌合部の厚さとの差が大きくな
り、当該セラミック陶板の一連の製造工程において焼成
・乾燥等を均一に行うことが困難になり、クラックを生
じたり変形したりするという欠点がある。Further, in this case, the difference between the thickness of the thin portion of the ceramic porcelain plate and particularly the thickness of the horizontal streak fitting portion becomes large, and firing and drying are performed uniformly in a series of manufacturing steps of the ceramic porcelain plate. However, there is a drawback that cracking or deformation occurs.
【0009】本発明は、ネット支持具に支承した鉄筋ネ
ットの横筋に、セラミック陶板の横筋嵌合部を嵌合装架
できるようにして、従来の縦筋嵌合部を縦筋に嵌合する
場合の上記欠点を解消し、しかもセラミック陶板に横筋
嵌合部を形成する場合に生じる上記欠点をも解消するこ
とを目的に提案された。According to the present invention, a conventional vertical bar fitting portion is fitted to a vertical bar so that a horizontal bar fitting portion of a ceramic ceramic plate can be fitted and mounted on a horizontal bar of a reinforcing steel bar supported by a net support. It has been proposed for the purpose of resolving the above-mentioned disadvantages in the case, and also eliminating the above-mentioned disadvantages that occur when the horizontal streak fitting portion is formed on the ceramic porcelain plate.
【0010】[0010]
【課題を解決するための手段】本発明の建造物の外壁の
構成は、次の通りである。鉄筋ネットBを、所要間隔で
立設した複数の縦筋7と、これらの縦筋7の外側に一定
間隔で配列した、セラミック陶板Aの横筋嵌合部4を嵌
合する嵌合用横筋8と、それらの縦筋7の内側に配列し
た、ネット支持具C,Dの多段の横筋受け部12,15
に乗載支承する支承用横筋9とから構成し、その嵌合用
横筋8にセラミック陶板Aの横筋嵌合部4を嵌合すると
ともに、その支承用横筋9を、躯体外面に取り付けたネ
ット支持具C,Dの多段の横筋受け部12,15に乗載
支承することにより、該鉄筋ネットBを所定の位置に架
設支持している。The construction of the outer wall of the building according to the present invention is as follows. A plurality of vertical bars 7 erected at required intervals of the reinforcing bar net B, and a horizontal bar 8 for fitting, which is arranged outside the vertical bars 7 at regular intervals, and fits the horizontal bar fitting portion 4 of the ceramic porcelain plate A. , The multi-stage horizontal streak receiving portions 12, 15 of the net supports C, D arranged inside the vertical streaks 7.
And a supporting horizontal streak 9 for mounting and supporting, and a horizontal streak fitting portion 4 of a ceramic porcelain plate A is fitted into the fitting horizontal streak 8, and the supporting horizontal streak 9 is attached to an outer surface of a skeleton. The rebar net B is erected and supported at a predetermined position by being mounted and supported on the multi-stage horizontal streak receiving portions 12 and 15 of C and D.
【0011】本発明の建造物の外壁の構築法は、次の通
りである。多段の横筋受け部12,15を備えたネット
支持具C,Dを躯体外面に取り付け、所要間隔で立設し
た複数の縦筋7と、これらの縦筋7の外側に一定間隔で
配列した、セラミック陶板Aの横筋嵌合部4を嵌合する
嵌合用横筋8と、それらの縦筋7の内側に配列した、ネ
ット支持具C,Dの多段の横筋受け部12,15に乗載
支承する支承用横筋9とからなる鉄筋ネットBを、その
支承用横筋9をネット支持具C,Dの横筋受け部12,
15に乗載支承することにより、躯体外面と所要の間隔
をおいて対設支持し、その鉄筋ネットBに、多数のセラ
ミック陶板Aを、それの横筋嵌合部4を上記嵌合用横筋
8に嵌合させて装架することによって外壁枠Eを形成
し、その外壁枠Eと躯体外面との間隔内にモルタルを充
填している。The construction method of the outer wall of the building according to the present invention is as follows. Net supporters C and D having multi-stage horizontal streak receiving portions 12 and 15 are attached to the outer surface of the skeleton, and a plurality of vertical streaks 7 erected at required intervals and arranged at regular intervals outside these vertical streaks 7. The horizontal streaks 8 for fitting the horizontal streak fitting portions 4 of the ceramic porcelain A and the multistage horizontal streak receiving portions 12 and 15 of the net supports C and D arranged inside the vertical streaks 7 are mounted and supported. The reinforcing bar net B composed of the supporting transverse streaks 9 and the supporting transverse streaks 9 are connected to the transverse stud receiving portions 12 of the net supports C and D, respectively.
15 and mounted on the outer surface of the skeleton at a predetermined interval to support the ceramic porcelain plate A. The outer wall frame E is formed by fitting and mounting, and the mortar is filled in the space between the outer wall frame E and the outer surface of the frame.
【0012】本発明の建造物の外壁に用いる鉄筋ネット
の構成は、次の通りである。所要間隔で立設した複数の
縦筋7と、それらの縦筋7の外側に一定間隔で配列し
た、セラミック陶板Aの横筋嵌合部4を嵌合する嵌合用
横筋8と、上記縦筋7の内側に配列した、ネット支持具
C,Dの多段の横筋受け部12,15に乗載支承する支
承用横筋9とからなる。また、支承用横筋9を嵌合用横
筋8の間隔よりも広い間隔で配列することが好ましい。The structure of the reinforcing net used for the outer wall of the building according to the present invention is as follows. A plurality of vertical streaks 7 erected at required intervals, a horizontal streak fitting 8 for fitting the horizontal streak fitting portion 4 of the ceramic porcelain plate A arranged at regular intervals outside the vertical streaks 7; The support horizontal streaks 9 are mounted on the multi-stage horizontal streak receiving portions 12 and 15 of the net supports C and D arranged inside. Further, it is preferable to arrange the supporting horizontal streaks 9 at intervals wider than the intervals of the fitting horizontal streaks 8.
【0013】[0013]
【作用】鉄筋ネットは、躯体外面に取り付けたネット支
持具の多段の横筋受け部に、対応する支承用横筋を乗載
支承することにより、所望の位置に簡単にしかもしっか
りと架設支持でき、また、その嵌合用横筋にセラミック
陶板の横筋嵌合部を嵌合できる。[Function] The reinforcing steel net can be easily and firmly supported at a desired position by mounting the corresponding supporting horizontal streaks on the multi-stage horizontal streaks receiving portion of the net support attached to the outer surface of the skeleton. The horizontal streak fitting portion of the ceramic porcelain plate can be fitted to the fitting horizontal streak.
【0014】[0014]
【実施例】本発明について図面を参照して説明する。A
はセラミック陶板である。それは、図4に示すように、
横長方形の陶板基体1の裏面に所要の間隔2をおいて、
すなわち上端裏面と下端裏面に横長突条3,3を一体成
形するとともに、その横長突条3,3の下面に横筋嵌合
部4,4を形成している。また、陶板基体1はその上端
に凸条5を一体成形するともに、下端裏面下側に切欠状
部6を形成している。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described with reference to the drawings. A
Is a ceramic ceramic plate. It is, as shown in FIG.
At a required interval 2 on the back surface of the horizontal rectangular ceramic plate base 1,
That is, the horizontally long ridges 3 and 3 are integrally formed on the upper and lower rear surfaces, and the horizontal line fitting portions 4 and 4 are formed on the lower surface of the horizontally long ridges 3 and 3. Also, the porcelain plate base 1 is integrally formed with a ridge 5 on the upper end thereof, and has a cutout portion 6 formed on the lower side of the lower rear surface.
【0015】Bは鉄筋ネットである。それは、所定の間
隔で立設した複数の縦筋7と、それらの内外側に多段に
配列した、嵌合用横筋8と支承用横筋9とからなり、そ
れらを溶接等により組み立てたものである。B is a reinforcing bar net. It is composed of a plurality of vertical bars 7 erected at predetermined intervals, and a horizontal bar 8 for fitting and a horizontal bar 9 for bearings arranged in multiple stages inside and outside thereof, and these are assembled by welding or the like.
【0016】嵌合用横筋8は、上記セラミック陶板Aの
横筋嵌合部4を嵌合するもので、縦筋7の外側に該横筋
嵌合部4に対応する一定の間隔で多段に配列している。
支承用横筋9は、後記ネット支持具C,Dの横筋受け部
12,15に支承させるもので、縦筋7の内側に上記横
筋嵌合部8の2倍の間隔で配列している。The fitting horizontal streaks 8 are for fitting the horizontal stitch fitting portions 4 of the ceramic porcelain plate A, and are arranged outside the vertical streaks 7 at predetermined intervals corresponding to the horizontal streak fitting portions 4 in multiple stages. I have.
The supporting horizontal streaks 9 are to be supported by the horizontal streaks receiving portions 12 and 15 of the net supports C and D described later, and are arranged inside the vertical streaks 7 at intervals twice as large as the horizontal streak fitting portions 8.
【0017】Cは、金属製で断面樋状形のネット支持具
である。それは、図6に示すように、後記躯体外面に当
接する縦長の取付け板部10の両側に側壁11,11を
折曲形成するとともに、その側壁11,11の外辺縁に
上記支承用横筋9と同間隔で横筋受け部12を、上記取
付け板部10に対し直交方向に延出させて多段に設けて
いる。C is a net support having a gutter-shaped cross section made of metal. As shown in FIG. 6, the side walls 11, 11 are bent at both sides of a vertically long mounting plate portion 10 which comes into contact with the outer surface of the later-described skeleton, and the lateral streaks 9 are formed on the outer edges of the side walls 11, 11. At the same intervals as above, the horizontal streak receiving portions 12 are provided in multiple stages so as to extend in a direction orthogonal to the mounting plate portion 10.
【0018】Dは同じく金属製で断面L形のネット支持
具で、それは、図7に示すように、後記躯体外面に当接
する縦長の取付け板部13の一側に側壁14を折曲形成
するとともに、その側壁14の外辺縁に上記支承用横筋
9と同間隔で横筋受け部15を、取付け板部13に対し
直交方向延出させて多段に設けている。D is a metal support having a L-shaped cross section, which is also made of metal. As shown in FIG. 7, a side wall 14 is formed by bending one side of a vertically long mounting plate portion 13 which comes into contact with the outer surface of the frame. At the same time, on the outer edge of the side wall 14, a plurality of horizontal bar receiving portions 15 are provided at the same interval as the horizontal bar 9 for support so as to extend in the direction orthogonal to the mounting plate portion 13 and are provided in multiple stages.
【0019】建造物の外壁の構築には、まず当該建造物
の躯体であるコンクリート壁あるいは柱に上記ネット支
持具C,Dを取り付ける。すなわち、本実施例では木造
建造物の主柱16,16の外面にネット支持具Cを、ま
た間柱17の外面にネット支持具Dを、それぞれ取付け
板部10,13の取付け孔(図示しない)を通じ釘N
(図3参照)を打着することにより、取り付け固定す
る。In constructing the outer wall of a building, first, the net supports C and D are attached to a concrete wall or a pillar, which is a frame of the building. That is, in the present embodiment, the net supports C are provided on the outer surfaces of the main pillars 16, 16 of the wooden building, and the net supports D are provided on the outer surfaces of the studs 17, and mounting holes (not shown) of the mounting plate parts 10, 13. Nail through
(See FIG. 3) to fix and fix.
【0020】次に、鉄筋ネットBを、図2に示すよう
に、上記ネット支持具C,Dによって主柱16,16及
び間柱17の外方に所要の間隔をおいて支持設立する。
すなわち、鉄筋ネットBは、ネット支持具C,Dの横筋
受け部12,15に対応する段の支承用横筋9の対応す
る部分をこれら横筋受け部12,15に乗載支承し、上
記所定の位置に支持設立されるものである。Next, as shown in FIG. 2, the reinforcing net B is supported and established at predetermined intervals outside the main columns 16, 16 and the studs 17 by the net supports C, D.
That is, the reinforcing bar net B carries the corresponding portions of the supporting horizontal bars 9 of the steps corresponding to the horizontal bar receiving portions 12 and 15 of the net supporters C and D on the horizontal bar receiving portions 12 and 15 and supports the predetermined portions. It is established in a position.
【0021】上記において、ネット支持具Cは、一方の
側壁11の横筋受け部12に隣り合う鉄筋ネットB,B
の一方のものの支承用横筋9の端部を、また他方の側壁
11の横筋受け部12に隣り合う鉄筋ネットB,Bの他
方のものの支承用横筋9の端部を乗載支承し、また、ネ
ット支持具Dの横筋受け部15は各鉄筋ネットBの支承
用横筋9の途中部分を乗載支承するのに使用している。In the above description, the net supporting member C is composed of the reinforcing steel nets B, B adjacent to the horizontal streak receiving portion 12 of the one side wall 11.
And the end of the supporting transverse streaks 9 of the other one of the reinforcing steel nets B, B adjacent to the transverse streak receiving portion 12 of the other side wall 11, and The horizontal bar receiving portion 15 of the net support D is used to mount and support an intermediate portion of the supporting horizontal bar 9 of each reinforcing bar net B.
【0022】次いで、上記構成のセラミック陶板Aを、
その横筋嵌合部4,4を嵌合用横筋8,8に嵌合させな
がら、破れ目地あるいはいも目地等所望の積み方を採用
して装架する。これによって、多数のセラミック陶板A
を鉄筋ネットBに装架してなる外壁枠Eが設立形成され
る。Next, the ceramic porcelain plate A having the above structure is
While fitting the horizontal streak fitting portions 4 and 4 to the fitting horizontal streaks 8 and 8, a desired stacking method such as a break joint or a potato joint is adopted and mounted. Thereby, many ceramic ceramic plates A
Is mounted on a reinforcing steel net B to form an outer wall frame E.
【0023】その後、外壁枠Eの裏面にモルタルを吹き
付け、セラミック陶板Aの横筋嵌合部4,4とともに鉄
筋ネットBの縦筋7及び両横筋8,9を埋設するモルタ
ル層Fを形成し、そのモルタル層Fの裏面に断熱板Gを
重合張架する。これによって、所期の外壁を構築できる
ものである。Then, mortar is sprayed on the back surface of the outer wall frame E to form a mortar layer F for embedding the vertical bars 7 of the reinforcing steel net B and the horizontal bars 8, 9 together with the horizontal bar fitting portions 4 and 4 of the ceramic porcelain plate A. On the back surface of the mortar layer F, a heat insulating plate G is superposed and stretched. In this way, the desired outer wall can be constructed.
【0024】なお、上記の構築工程は、次のようにする
場合もある。所定位置に上記のようにして設立支持した
鉄筋ネットBにセラミック陶板Aを装架する前に、その
鉄筋ネットBにモルタルを吹き付け、それが軟化状態の
うちに鉄筋ネットBに前記と同じ要領でセラミック陶板
Aを装架固定する。The above-mentioned construction step may be performed as follows. Before mounting the ceramic porcelain plate A on the reinforcing steel net B established and supported as described above at a predetermined position, mortar is sprayed on the reinforcing steel net B, and the mortar is blown to the reinforcing steel net B in the softened state in the same manner as described above. The ceramic ceramic plate A is mounted and fixed.
【0025】あるいはまた、所定位置に設立支持した鉄
筋ネットBにセラミック陶板Aを装架する前に、主柱1
6,16と間柱17との間に断熱板Gを張架設置し、鉄
筋ネットB側からモルタルを吹き付け、それが鉄筋ネッ
トBの表面に達する厚さのモルタル層Fとし、それが軟
化状態のうちに鉄筋ネットBに前記と同じ要領でセラミ
ック陶板Aを装架固定する。Alternatively, before mounting the ceramic porcelain plate A on the reinforcing steel net B established and supported at a predetermined position,
A heat insulating plate G is stretched and installed between 6, 6 and the stud 17, and mortar is sprayed from the reinforced net B side to form a mortar layer F having a thickness reaching the surface of the reinforced net B, which is in a softened state. At the same time, the ceramic porcelain plate A is mounted and fixed to the reinforcing steel net B in the same manner as described above.
【0026】このように、セラミック陶板Aを鉄筋ネッ
トBに装架する前にモルタル層Fを形成する構築は、増
改築の場合等において、既存の躯体の外方に外壁を設け
るようなときに特に有効であると認められる。As described above, the construction in which the mortar layer F is formed before the ceramic porcelain plate A is mounted on the reinforcing steel net B is used when an outer wall is provided outside the existing frame in the case of extension or remodeling. It is found to be particularly effective.
【0027】なお、本発明は前述した実施例に限るもの
ではなく、その要旨の範囲内で様々に変形実施が可能で
ある。上記実施例では、支承用横筋9を、嵌合用横筋8
の2倍の間隔で配列したものについて説明したが、ネッ
ト支持具C,Dの嵌合受け部12,15の強度等を勘案
して、それ以上の広い間隔としてもよい。The present invention is not limited to the above-described embodiment, but can be variously modified within the scope of the invention. In the above embodiment, the horizontal streak 9 for the bearing is
Although the arrangement at twice the interval has been described, the interval may be wider than that in consideration of the strength and the like of the fitting receiving portions 12 and 15 of the net supports C and D.
【0028】[0028]
【発明の効果】以上述べたところから明らかなように、
本発明外壁及び構築法によれば次の効果を奏する。As is apparent from the above description,
According to the outer wall and the construction method of the present invention, the following effects can be obtained.
【0029】躯体外面に取り付けたネット支持具の多段
の横筋受け部に、対応する支承用横筋を乗載支承するこ
とにより、鉄筋ネットを所望の位置に簡単にしかもしっ
かりと架設支持できる。従って、鉄筋ネットに多数のセ
ラミック陶板を装架することによって形成した外壁枠及
びこれらが構成する外壁の品質が向上する。By mounting the corresponding supporting horizontal streaks on the multi-stage horizontal streaks receiving portion of the net support attached to the outer surface of the skeleton, the reinforcing net can be easily and firmly supported at a desired position. Therefore, the quality of the outer wall frame formed by mounting a large number of ceramic porcelain plates on the reinforced net and the outer wall formed by these are improved.
【0030】本発明鉄筋ネットによれば、次の効果を奏
する。縦筋の内外側に嵌合用横筋と支承用横筋とが配列
されているので、ネット支持具によって支承用横筋を支
持するとともに、セラミック陶板を嵌合用横筋に嵌合さ
せることができる。さらに、上段側のセラミック陶板の
荷重が下段側のセラミック陶板に累積的に加わることを
防止でき、該セラミック陶板の肉厚を薄くすることがで
きる。According to the rebar net of the present invention, the following effects can be obtained. Since the fitting horizontal streaks and the supporting horizontal streaks are arranged inside and outside the vertical streaks, the supporting horizontal streaks can be supported by the net support, and the ceramic porcelain plate can be fitted to the fitting horizontal streaks. Further, it is possible to prevent the load of the upper ceramic porcelain plate from being cumulatively applied to the lower ceramic porcelain plate, and to reduce the thickness of the ceramic porcelain plate.
【0031】また、支承用横筋は必ずしも一定間隔で配
列しなくてもよいため、鉄筋ネット自体を軽量にするこ
とができる。Further, since the supporting horizontal streaks need not necessarily be arranged at regular intervals, the weight of the reinforcing bar net itself can be reduced.
【0032】ネット支持具によって鉄筋ネットを支承さ
せたときにも、セラミック陶板に横筋嵌合部を形成でき
るので、該セラミック陶板を単純連続引抜き工法で製造
することができ、その製造コストを低減させることがで
きる。Even when the reinforcing steel net is supported by the net support, the horizontal streak fitting portion can be formed on the ceramic porcelain plate, so that the ceramic porcelain plate can be manufactured by a simple continuous drawing method, thereby reducing the manufacturing cost. be able to.
【図1】本発明鉄筋ネットをネット支持具に支承した状
態と、セラミック陶板とを示す斜視図である。FIG. 1 is a perspective view showing a state in which a reinforcing net according to the present invention is supported on a net support and a ceramic ceramic plate.
【図2】外壁枠をネット支持具に支承した側面図であ
る。FIG. 2 is a side view of the outer wall frame supported on a net support.
【図3】本発明外壁の横断面図である。FIG. 3 is a cross-sectional view of the outer wall of the present invention.
【図4】セラミック陶板の裏面側からの斜視図である。FIG. 4 is a perspective view from the back side of the ceramic ceramic plate.
【図5】本発明鉄筋ネットの背面図である。FIG. 5 is a rear view of the rebar net of the present invention.
【図6】ネット支持具の一例の部分斜視図である。FIG. 6 is a partial perspective view of an example of a net support.
【図7】ネット支持具の他の例の部分斜視図である。FIG. 7 is a partial perspective view of another example of the net support.
7 縦筋 8 嵌合用横筋 9 支承用横筋 12,15 横筋受け部 A セラミック陶板 B 鉄筋ネット C,D ネット支持具 E 外壁枠 F モルタル層 Reference Signs List 7 vertical streaks 8 horizontal streaks for fitting 9 horizontal streaks for bearings 12, 15 horizontal streak receiving part A ceramic porcelain plate B reinforced net C, D net support E outer wall frame F mortar layer
フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 E04G 23/02 E04G 23/02 G Continued on the front page (51) Int.Cl. 6 Identification number Agency reference number FI Technical display location E04G 23/02 E04G 23/02 G
Claims (4)
て対設した鉄筋ネットに多数のセラミック陶板を装架し
てなり、その外壁枠と躯体外面との上記間隔内にモルタ
ルを打設充填してなる建造物の外壁において、上記鉄筋
ネットを、所要間隔で立設した複数の縦筋と、これらの
縦筋の外側に一定間隔で配列した、セラミック陶板の横
筋嵌合部を嵌合する嵌合用横筋と、それらの縦筋の内側
に配列した、ネット支持具の多段の横筋受け部に乗載支
承する支承用横筋とから構成し、その嵌合用横筋にセラ
ミック陶板の横筋嵌合部を嵌合するとともに、その支承
用横筋を、躯体外面に取り付けたネット支持具の多段の
横筋受け部に乗載支承することにより、該鉄筋ネットを
所定の位置に架設支持したことを特徴とする建造物の外
壁。An outer wall frame is formed by mounting a large number of ceramic ceramic plates on a reinforcing steel net opposed to the outer surface of the skeleton at a predetermined interval, and mortar is applied to the outer wall frame and the outer surface of the skeleton within the above-mentioned interval. On the outer wall of the building that is installed and filled, the reinforcing steel net is fitted with a plurality of vertical bars erected at required intervals, and horizontal bar fitting portions of a ceramic porcelain plate arranged at regular intervals outside these vertical bars. It consists of a horizontal streak for mating, and a horizontal streak mounted on a multistage horizontal streak receiving portion of the net support arranged inside the vertical streaks, and the horizontal streak of the ceramic porcelain plate is fitted to the horizontal streak for the fit. The rebar net is erected at a predetermined position by mounting the horizontal bars for the bearings on the multi-stage horizontal bar receiving portions of the net support attached to the outer surface of the frame, and supporting the reinforcing bars at predetermined positions. Building exterior wall.
を躯体外面に取り付け、所要間隔で立設した複数の縦筋
と、これらの縦筋の外側に一定間隔で配列した、セラミ
ック陶板の横筋嵌合部を嵌合する嵌合用横筋と、それら
の縦筋の内側に配列した、ネット支持具の多段の横筋受
け部に乗載支承する支承用横筋とからなる鉄筋ネット
を、その支承用横筋をネット支持具の横筋受け部に乗載
支承することにより、躯体外面と所要の間隔をおいて対
設支持し、その鉄筋ネットに、多数のセラミック陶板
を、それの横筋嵌合部を上記嵌合用横筋に嵌合させて装
架することによって外壁枠を形成し、その外壁枠と躯体
外面との間隔内にモルタルを充填することを特徴とする
建造物の外壁の構築法。2. A ceramic porcelain plate comprising a plurality of vertical streaks provided at required intervals and a plurality of vertical streaks arranged outside the vertical streaks, the net supporting members having multi-stage horizontal streak receiving portions attached to the outer surface of the skeleton. A rebar net consisting of a horizontal streak for fitting the horizontal streak fitting portion and a horizontal streak for mounting mounted on the multi-stage horizontal streak receiving portion of the net support arranged inside the vertical streaks is used for the support. By mounting the horizontal streaks on the horizontal streak receiving portion of the net support, it is supported opposite to the outer surface of the skeleton at a required interval, and a large number of ceramic porcelain plates are mounted on the rebar net, A method for constructing an outer wall of a building, characterized in that an outer wall frame is formed by being fitted to a horizontal streak for fitting and mounted, and mortar is filled in a space between the outer wall frame and an outer surface of a skeleton.
持具に支承して、該躯体外面と所要の間隔をおいて対設
する建造物の外壁に用いる鉄筋ネットにおいて、所要間
隔で立設した複数の縦筋と、これらの縦筋の外側に一定
間隔で配列した、セラミック陶板の横筋嵌合部を嵌合す
る嵌合用横筋と、それらの縦筋の内側に配列した、ネッ
ト支持具の多段の横筋受け部に乗載支承する支承用横筋
とからなることを特徴とする建造物の外壁に用いる鉄筋
ネット。3. A reinforcing steel net used for an outer wall of a building, which is supported by a net support attached to the outer surface of the building body at a predetermined distance from the outer surface of the building body, and is erected at a required interval. A plurality of vertical streaks, a horizontal streak for fitting the horizontal streak fitting portion of the ceramic porcelain plate arranged at regular intervals outside these vertical streaks, and a multi-tiered net support arranged inside the vertical streaks. Reinforcing nets for use on the outer walls of buildings, comprising a supporting horizontal streak mounted on a horizontal streak receiving portion.
い間隔で配列されている請求項3記載の建造物の外壁に
用いる鉄筋ネット。4. The reinforcing net used for the outer wall of a building according to claim 3, wherein the horizontal streaks for bearings are arranged at intervals wider than the intervals between the horizontal streaks for fitting.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP24669894A JP2662643B2 (en) | 1994-09-16 | 1994-09-16 | Exterior walls of buildings, methods of construction and reinforced nets used for the exterior walls |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP24669894A JP2662643B2 (en) | 1994-09-16 | 1994-09-16 | Exterior walls of buildings, methods of construction and reinforced nets used for the exterior walls |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0886035A JPH0886035A (en) | 1996-04-02 |
JP2662643B2 true JP2662643B2 (en) | 1997-10-15 |
Family
ID=17152307
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP24669894A Expired - Fee Related JP2662643B2 (en) | 1994-09-16 | 1994-09-16 | Exterior walls of buildings, methods of construction and reinforced nets used for the exterior walls |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2662643B2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5058743B2 (en) * | 2007-10-04 | 2012-10-24 | 潤 長沼 | Concrete block construction |
-
1994
- 1994-09-16 JP JP24669894A patent/JP2662643B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH0886035A (en) | 1996-04-02 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR101061030B1 (en) | Wall structure of a building | |
JP2662643B2 (en) | Exterior walls of buildings, methods of construction and reinforced nets used for the exterior walls | |
KR101204929B1 (en) | Double skin steel concrete composite shear wall | |
JP2002088906A (en) | Building structure making use of pc member | |
JP3195110B2 (en) | Beam reinforcing member and beam reinforcing method for unit building | |
JPH0816362B2 (en) | External mortar spray insulation wall and its construction method | |
KR100657593B1 (en) | Moduler structure fixing device | |
JP3318025B2 (en) | Unit building | |
JP4072274B2 (en) | Building unit | |
JP7243008B2 (en) | Buildings and building construction methods | |
JPH1025840A (en) | Constructing method for building frame with precast anti-seismic wall | |
JPH1025921A (en) | Earthquake-resisting precast wall | |
JP4263842B2 (en) | Building construction method | |
AU2022228128A1 (en) | Wall arrangement | |
JPH0921192A (en) | Mounting structure of heat-insulating material between building unit | |
JPH0776484B2 (en) | Outer wall of building, its construction method and its net support metal fittings | |
JP2001303660A (en) | Through wall panel for building | |
JP2000073380A (en) | Bar arrangement for mat foundation work execution, bar arrangement structure of mat foundation work execution, and work execution method of the mat foundation | |
JP2000257078A (en) | Construction method of mat foundation to use pc foundation beam member and pc support frame for pc foundation beam member | |
JPS60261867A (en) | Structural panel and construction of wall body by structuralpanel | |
JP3254180B2 (en) | Construction method of wooden building exterior walls | |
JP3082147B2 (en) | Construction method of reinforced concrete structures | |
JPH0414560A (en) | Installing structure for floor board for placing concrete for vertical pipe unit of building | |
JP2709155B2 (en) | ALC floor panel mounting method | |
JPH1054041A (en) | Bearing construction of form panel |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |