JPH0141782B2 - - Google Patents
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- Publication number
- JPH0141782B2 JPH0141782B2 JP58135253A JP13525383A JPH0141782B2 JP H0141782 B2 JPH0141782 B2 JP H0141782B2 JP 58135253 A JP58135253 A JP 58135253A JP 13525383 A JP13525383 A JP 13525383A JP H0141782 B2 JPH0141782 B2 JP H0141782B2
- Authority
- JP
- Japan
- Prior art keywords
- horizontal hole
- vertical
- hole ceramic
- ceramic block
- shells
- 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
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Description
【発明の詳細な説明】
本発明は、左右側面に貫通した横孔たる空洞を
有する建築用横孔セラミツクブロツクの組積み工
法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method of masonry construction of a horizontal hole ceramic block for construction having a cavity serving as a horizontal hole passing through the left and right sides.
従来、上記横孔セラミツクブロツクは縦孔がな
いため芋目地積みに組積みしているので、上方の
荷重が下方に広く分散されないため馬乗り目地積
み(破り目地)の組積みの場合に比較して強度が
低下するとともに、目地の外観も単調になる欠点
があつた。 Conventionally, the above-mentioned horizontal hole ceramic blocks do not have vertical holes, so they are built in a potato-jointed manner, so the load from above is not widely distributed downwards, so it is more difficult to assemble than in the case of horse-jointed (broken joint) masonry. There was a drawback that the strength decreased and the appearance of the joints became monotonous.
本発明の目的は、横孔セラミツクブロツクの左
右側面のうち少なくとも一方に凹部を形成し、し
かもその凹部をモルタル等の縦筋に対する所定の
かぶり厚を超える深さにすることにより、そのか
ぶり厚を超える深さの範囲内で、上下段において
縦目地を左右にずらすことにより、馬乗り目地積
みに組積みできるようにすることにある。 An object of the present invention is to form a recess in at least one of the left and right side surfaces of a horizontal hole ceramic block, and to make the recess deeper than a predetermined depth of cover for vertical stripes of mortar or the like, thereby reducing the depth of cover. By shifting the vertical joints left and right in the upper and lower tiers within the range exceeding the depth, the purpose is to enable masonry to be carried out in a horse-riding joint manner.
また、本発明の他の目的は、上記凹部に充填す
るモルタル等の充填材が、従来のように左右側面
の開口をパツドで閉塞しないでも空洞内に流入し
ないようにすることにある。 Another object of the present invention is to prevent the filling material such as mortar filled into the recess from flowing into the cavity even if the openings on the left and right sides are not closed with pads as in the conventional case.
以下には図示の実施例について説明する。 The illustrated embodiment will be described below.
A1〜A6は本発明の実施に使用するそれぞれ別
の横孔セラミツクブロツクである。 A 1 to A 6 are different horizontal hole ceramic blocks used in the practice of the present invention.
まず、横孔セラミツクブロツクA1は、押出成
型により一体に形成し高温で焼成してあり、略横
長直方体状をなし、前後のフエイスシエル1,1
が垂直になつているとともに、上下のウエブシエ
ル2,2がそれぞれ下方と上方に向かつて湾曲し
横筋を配筋する凹処3,3が設けられている。 First, the horizontal hole ceramic block A1 is integrally formed by extrusion molding and fired at high temperature, and has a substantially horizontally long rectangular parallelepiped shape.
are vertical, and the upper and lower web shells 2, 2 are curved downward and upward, respectively, and are provided with recesses 3, 3 for arranging transverse reinforcement.
また、これらウエブシエル2,2の左右端がそ
れぞれ右方と左方に湾曲した略半円形状にえぐら
れて左右側に後記の縦筋を配筋する凹部4,4が
左右対称に設けられている。 Further, the left and right ends of these web shells 2, 2 are hollowed out into a substantially semicircular shape curved to the right and left, respectively, and recesses 4, 4 for arranging vertical reinforcements (to be described later) are symmetrically provided on the left and right sides. There is.
上記凹部4,4は縦筋5に対するコンクリート
あるいはモルタル等の所定のかぶり厚6(例えば
建築基準法では20mm)の約2倍に相当する深さ
D1を有している。 The recesses 4, 4 have a depth equivalent to approximately twice the predetermined cover thickness 6 (for example, 20 mm according to the Building Standards Act) of concrete or mortar for the vertical reinforcement 5.
D has 1 .
b1〜b4はそれぞれ左右側面に貫通した横孔たる
空洞で、それは、上記フエイスシエル1,1及び
ウエブシエル2,2に囲繞形成された左右側面に
貫通した空洞を、ウエブシエル2,2間に形成し
た中央の仕切壁7と、この仕切壁7とフエイスシ
エル1,1の中間の仕切壁8,9により縦細長に
略4等分した如き状態に形成され、かつ空洞b1と
b4、空洞b2とb3がそれぞれ左右対称に配置されて
いる。 b 1 to b 4 are horizontal holes penetrating through the left and right side surfaces, respectively, and these cavities are formed around the face shells 1, 1 and web shells 2, 2 and are formed between the web shells 2, 2. The central partition wall 7 and the partition walls 8 and 9 located between the partition wall 7 and the face shells 1 and 1 form a vertically elongated shape that is divided into approximately four equal parts, and the cavity b 1 and
b 4 , cavities b 2 and b 3 are arranged symmetrically.
10は、各空洞b1〜b4の左右開口端に達する全
長にわたつて押出成型により突設した規制部で、
それは断面矩形の突条に形成され、空洞b2,b3に
はそれぞれ1個ずつ仕切壁7の側面中央に沿つて
水平に突設しているとともに、空洞b1,b4にはそ
れぞれ3個ずつフエイスシエル1,1の側面に互
いに等間隔で水平に突設しているものである。 Reference numeral 10 denotes a regulating portion protrudingly provided by extrusion molding over the entire length reaching the left and right opening ends of each cavity b 1 to b 4 ;
It is formed into a protrusion with a rectangular cross section, and one protrusion is provided in each of the cavities b 2 and b 3 horizontally along the center of the side surface of the partition wall 7, and three protrusions are provided in each of the cavities b 1 and b 4 . They are provided horizontally protruding from the side surfaces of the face shells 1, 1 at equal intervals from each other.
上記空洞b2,b3の左右の開口は規制部10の部
分で開口幅が狭くなり、あたかもこの規制部10
のところでくびれて開口が実質的に上下2つの小
さな部分に仕切られた状態になつている。 The left and right openings of the cavities b 2 and b 3 have narrower opening widths at the restricting portion 10, as if the restricting portion 10
The opening is constricted at the point where it is essentially partitioned into two small sections, upper and lower.
また、空洞b1,b4は左右の開口が3つの規制部
10の部分で開口幅が狭くなり、あたかもこれら
規制部10のところでくびれて開口が実質的に上
下4つの小さな部分に仕切られた状態になつてい
る。 In addition, the opening width of the cavities b 1 and b 4 becomes narrow at the portions of the regulating portions 10 where the left and right openings are three, as if constricted at these regulating portions 10 and the openings were substantially partitioned into four smaller portions, upper and lower. It is becoming a state.
上記横孔セラミツクブロツクA1を馬乗り目地
に組積みするには、これを所要複数個、縦筋5を
所要の間隔で植立した土台11に乗載し、互いの
縦目地が上下段において略凹部4,4の深さD1
の分だけ左右にずれた片馬踏目地の状態にし、か
つ、各縦筋5を左右に対向する凹部4,4のうち
一方の凹部4の中央に位置させて組積みする(第
5図)。 In order to assemble the above-mentioned horizontal hole ceramic blocks A 1 at the horse joints, a plurality of them are placed on the base 11 on which the vertical reinforcements 5 are planted at the required intervals, and the vertical joints of each other are arranged approximately at the upper and lower levels. Depth of recesses 4, 4 D 1
The masonry is assembled by making the joints shifted to the left and right by an amount of , and positioning each vertical strip 5 in the center of one of the left and right opposing recesses 4, 4 (Fig. 5). .
そして、縦筋5を配筋した凹部4,4の部分に
モルタルを充填すると、前記の如く各空洞b1〜b4
の開口が規制部10のところでくびれて実質的に
2つあるいは4つの小さな部分に仕切られた状態
になつているのに加え、本来モルタルの流動性が
低いために、開口の縁のすぐ内側のところに若干
流入し、そこにつかえて詰まつた状態になり固結
するだけで、それ以上内方に流入しないものであ
り、かくして充填されたモルタルにより縦筋5に
対する所定のかぶり厚が得られる。 Then, when mortar is filled in the recesses 4, 4 where the vertical reinforcements 5 are arranged, each cavity b 1 to b 4 is filled as described above.
In addition to the fact that the opening is constricted at the regulating part 10 and is essentially partitioned into two or four small parts, due to the originally low fluidity of mortar, there is a A small amount of mortar flows into the area, gets stuck there, becomes clogged, and solidifies, but does not flow inward any further, and the mortar filled in this way provides a predetermined covering thickness for the vertical reinforcements 5. .
また、上記各空洞b1〜b4の開口のすぐ内側のと
ころに流入したモルタルは、そのところのフエイ
スシエル1,1、ウエブシエル2,2、仕切壁
7,8,9及び規制部10等に固結するので、そ
の分鉄筋部分のモルタルと横孔セラミツクブロツ
クA1との接触部分が増して両者の結合が強化さ
れている。 Furthermore, the mortar that has flowed into the area immediately inside the opening of each of the cavities b 1 to b 4 will flow into the face shells 1, 1, web shells 2, 2, partition walls 7, 8, 9, regulating portion 10, etc. Since it solidifies, the contact area between the mortar of the reinforcing bar portion and the horizontal hole ceramic block A1 increases accordingly, and the bond between the two is strengthened.
次に、第6図の横孔セラミツクブロツクA2は、
前記横孔セラミツクブロツクA1とは縦筋を配筋
する凹部12,12の深さが相違し、その他の構
成は同じである。 Next, the horizontal hole ceramic block A2 in Fig. 6 is
The horizontal hole ceramic block A1 is different from the above-mentioned horizontal hole ceramic block A1 in the depth of the recesses 12, 12 in which the vertical reinforcements are placed, but the other configurations are the same.
すなわち、上記凹部12,12の深さは、モル
タル等き所定のかぶり厚6の約3倍に相当し、ま
たこの横孔セラミツクブロツクA2の長さLの約
3分の1に相当している。 That is, the depth of the recesses 12, 12 corresponds to about three times the predetermined cover thickness 6 of mortar, etc., and corresponds to about one-third of the length L of the horizontal hole ceramic block A2 . There is.
この横孔セラミツクブロツクA2を組積みする
には、これを所要複数個、縦筋13を所要の間隔
で植立した土台14に乗載し、互いの縦目地が上
下段においてこの横孔セラミツクブロツクA2の
長さLの半分だけ左右にずれた真馬踏目地の状態
にし、かつ各縦筋13を左右に対向する凹部1
2,12のうち一方の凹部12の内端からその深
さの3分の1に相当する間隔をあけたところに位
置させて組積みするとともに、縦筋13を配筋し
た凹部12,12の部分にモルタルを充填する。 In order to assemble this horizontal hole ceramic block A2 , a plurality of them are placed on a base 14 on which vertical reinforcements 13 are planted at required intervals, and the vertical joints of the horizontal hole ceramic blocks A 2 are placed in the upper and lower tiers. Block A 2 has a concave portion 1 that is shifted left and right by half the length L, and has each longitudinal strip 13 facing left and right.
The recesses 12, 12 are placed at a distance corresponding to one-third of the depth from the inner end of one of the recesses 12 among the recesses 2, 12, and the vertical reinforcements 13 are arranged. Fill the area with mortar.
横孔セラミツクブロツクA3(第7図)は、前記
横孔セラミツクブロツクA1,A2とは縦筋を配筋
する凹部15,16の深さが相違し、その他の構
成は同じである。 The horizontal hole ceramic block A 3 (FIG. 7) is different from the horizontal hole ceramic blocks A 1 and A 2 in the depths of the recesses 15 and 16 for arranging the vertical reinforcements, but the other configurations are the same.
すなわち、凹部15は前記所定のかぶり厚6
(20mm)と同じ深さD2を有し、凹部16は所定の
かぶり厚6の約2倍に相当する深さD3を有して
いる。 That is, the recess 15 has the predetermined cover thickness 6.
(20 mm), and the recess 16 has a depth D 3 corresponding to approximately twice the predetermined cover thickness 6.
この横孔セラミツクブロツクA3を組積みする
には、これを所要複数個、縦筋17を所要の間隔
で植立した土台18に乗載し、互いの縦目地が上
下段において略凹部16の深さD3の分だけ左右
にずれた片馬踏目地の状態にし、かつ各縦筋17
を左右に対向する凹部15,16のうち凹部16
の中央に位置させて組積みし、縦筋17を配筋し
た凹部15と対向する凹部16の部分にモルタル
を充填する(第8図)。 In order to assemble this horizontal hole ceramic block A 3 , a plurality of them are placed on a base 18 on which vertical reinforcements 17 are planted at a required interval, and each vertical joint is approximately formed in the recess 16 at the upper and lower levels. The state of the one-horse tread joint is shifted left and right by the depth D 3 , and each vertical line 17
Of the recesses 15 and 16 facing left and right, the recess 16
The recesses 16 facing the recesses 15 in which the vertical reinforcements 17 are arranged are filled with mortar (Fig. 8).
前記横孔セラミツクブロツクA4(第9図)は、
横孔セラミツクブロツクA1〜A3とは縦筋を配筋
する凹部19,20の深さの組み合わせが相違
し、その他の構成は同じである。 The horizontal hole ceramic block A 4 (Fig. 9) is
The horizontal hole ceramic blocks A1 to A3 are different in the combination of depths of recesses 19 and 20 in which vertical reinforcements are placed, but otherwise have the same configuration.
すなわち、凹部19の深さは前記所定のかぶり
厚6(20mm)の約3倍に相当し、凹部20の深さ
は所定のかぶり厚6と同じになつている。 That is, the depth of the recess 19 corresponds to about three times the predetermined cover thickness 6 (20 mm), and the depth of the recess 20 is the same as the predetermined cover thickness 6.
この横孔セラミツクブロツクA4は、これを所
要複数個、縦筋21を所要の間隔で植立した土台
22に乗載し、互いの縦目地が上下段においてこ
の横孔セラミツクブロツクA4の長さLの半分だ
け左右にずれた真馬踏目地の状態にし、かつ各縦
筋21を左右に対向する凹部19,20のうち凹
部20の内側からその深さの3分の1に相当する
間隔をあけたところに位置させて組積みし、縦筋
21を配筋した凹部19と対向する凹部20の部
分にモルタルを充填する(第9図)。 This horizontal hole ceramic block A 4 is mounted on a base 22 in which a plurality of vertical reinforcements 21 are planted at a required interval, and the length of this horizontal hole ceramic block A 4 is set so that the vertical joints of each other are in the upper and lower tiers. The state of the true horse tread joint is shifted to the left and right by half of the length L, and each vertical strip 21 is spaced from the inside of the recess 20 of the recesses 19 and 20 facing left and right at intervals corresponding to one-third of the depth thereof. The recesses 20 facing the recesses 19 with the vertical reinforcements 21 are filled with mortar (FIG. 9).
次に、第10図の横孔セラミツクブロツクA5
は、前記横孔セラミツクブロツクA1〜A4とは、
縦筋を配筋する凹部23を左、右側面一側たとえ
ば右側にだけ設け、左側面は垂直にしたことが相
違し、その他の構成は同じである。 Next, the horizontal hole ceramic block A5 in Fig. 10.
What is the horizontal hole ceramic block A 1 to A 4 ?
The difference is that the recesses 23 for arranging vertical reinforcements are provided only on one side of the left and right sides, for example, on the right side, and the left side is vertical, but the other configurations are the same.
上記凹部23は前記所定のかぶり厚6(20mm)
の約2倍に相当する深さD4を有している。 The recess 23 has the predetermined cover thickness 6 (20 mm).
The depth D4 is approximately twice as large as the depth D4 .
この横孔セラミツクブロツクA5を組積みする
には、それらの所要複数個を、縦筋24を所要の
間隔で植立した土台25に上下格段毎に凹部23
の向きを左右逆にし、かつ互いの縦目地が上下段
において略凹部23の深さD4の分だけ左右にず
れた片馬踏目地の状態に乗載し、各縦筋24を凹
部23の中央に位置させて組積みし、縦筋24を
配筋した凹部23の部分にモルタルを充填する
(第11図)。 In order to assemble these horizontal hole ceramic blocks A5 , a required number of them are placed on a base 25 with vertical reinforcements 24 planted at required intervals, and recesses 23
The direction of the vertical strips 24 is reversed from left to right, and each vertical joint is placed on the upper and lower tiers in a state where the vertical joints are shifted to the left and right by approximately the depth D 4 of the recess 23. The masonry is placed in the center, and the recessed portion 23 where the longitudinal reinforcement 24 is arranged is filled with mortar (FIG. 11).
第12図の横孔セラミツクブロツクA6は、上
記横孔セラミツクブロツクA5と同様に配筋する
凹部26を左右側面のうち一側面にだけ設けてい
るが、その深さが相違し、その他の構成は同じで
ある。 The horizontal hole ceramic block A 6 shown in FIG. 12 has a recess 26 for reinforcing only on one of the left and right sides, similar to the above-mentioned horizontal hole ceramic block A 5 , but the depth is different, and the other The configuration is the same.
すなわち、上記凹部26の深さは前記モルタル
等の所定のかぶり厚6(20mm)の約3倍に相当し
ている。 That is, the depth of the recess 26 corresponds to about three times the predetermined cover thickness 6 (20 mm) of the mortar or the like.
この横孔セラミツクブロツクA6を組積みする
には、これを所要複数個、縦筋27を所要の間隔
で植立した土台28に、上下格段毎に凹部26の
向きを左右逆にしかつ互いの縦目地が上下段にお
いてこの横孔セラミツクブロツクA6の長さLの
半分だけ左右にずれた真馬踏目地の状態に乗載
し、各縦筋27を凹部26の内端からその深さの
3分の1に相当する間隔をあけたところに位置さ
せて組積みし、縦筋27を配筋した凹部26の部
分にモルタルを充填する。 In order to assemble this horizontal hole ceramic block A 6 , a required number of horizontal holes are placed on a base 28 on which vertical reinforcements 27 are planted at required intervals, and the direction of the recesses 26 is reversed from left to right in each vertical direction. Mount this horizontal hole ceramic block A 6 in a state where the vertical joints are shifted left and right by half the length L of the horizontal hole ceramic block A 6 in the upper and lower rows, and insert each vertical strip 27 from the inner end of the recess 26 to its depth. They are stacked at intervals corresponding to one third, and the recesses 26 where the vertical reinforcements 27 are arranged are filled with mortar.
以上述べたところから明らかなように、本発明
によれば、横孔セラミツクブロツクの左右側面の
うち少なくとも一方に凹部を形成し、しかもその
凹部の深さをモルタル等の縦筋に対する所定のか
ぶり厚を超える深さにしたので、その範囲内で所
望のところに縦筋を配置し、上下段において縦目
地を左右にずらして組積みする簡単な作業で、上
記所定のかぶり厚を超える深さに相当する長さか
ら当該横孔セラミツクブロツクの半分の長さにわ
たる馬乗り目地、すなわち、実際例に示した如き
片馬踏目地から真馬踏目地の多様な馬乗り目地の
壁体を構築できるものである。 As is clear from the above description, according to the present invention, a recess is formed in at least one of the left and right side surfaces of a horizontal hole ceramic block, and the depth of the recess is adjusted to a predetermined covering thickness with respect to the vertical strips of mortar or the like. The depth exceeds the specified cover thickness, so by placing vertical reinforcements at desired locations within that range, and shifting the vertical joints left and right in the upper and lower tiers, the depth exceeds the specified cover thickness. It is possible to construct a wall with a variety of horse joints ranging from a corresponding length to half the length of the horizontal hole ceramic block, that is, from a single horse step joint to a true horse step joint as shown in the actual example. .
また、本発明において使用される横孔セラミツ
クブロツクは、フエイスシエル1,1とウエブシ
エル2,2が囲繞する横孔が、仕切壁7,8,9
によつて4つの空洞b1〜b4に仕切られ、その各空
洞b1〜b4の内壁面に、各空洞b1〜b4の左右両側開
口端に達する全長にわたつて押出成型により規制
部10を突設し、これによつて上記左右両側開口
端の開口面積を小さくしているので、縦筋を配筋
した後に凹部に充填したモルタル等は、本来、流
動性が低いことと相俟ち、空洞b1〜b4の内奥まで
は流入しない。 Further, in the horizontal hole ceramic block used in the present invention, the horizontal hole surrounded by the face shells 1, 1 and the web shells 2, 2 is connected to the partition walls 7, 8, 9.
It is partitioned into four cavities b 1 to b 4 by , and the inner wall surface of each cavity b 1 to b 4 is regulated by extrusion molding over the entire length reaching the left and right opening ends of each cavity b 1 to b 4 . Since the portion 10 is provided protrudingly, thereby reducing the opening area of the left and right opening ends, mortar etc. filled into the recessed portion after placing the vertical reinforcements is naturally low in fluidity. However, it does not flow deep into cavities b1 to b4 .
すなわち、モルタル等は、開口縁のすぐ内側の
ところに若干流入するが、そこで詰まつた状態に
なる。したがつて、従来のように、開口閉塞用パ
ツドを使用する必要はない。 That is, some mortar and the like flows just inside the opening edge, but becomes clogged there. Therefore, there is no need to use a pad for closing the opening as in the conventional case.
さらに、上記仕切壁7,8,9は、ブロツク全
体の強度を増すのに有効に使用すること明らかで
ある。 Furthermore, it is clear that the partition walls 7, 8, 9 are advantageously used to increase the strength of the entire block.
図面第1〜4図は本発明の実施に使用する横孔
セラミツクブロツクA1の正面図、平面図、右側
面図及び縦断面図、第5図は上記横孔セラミツク
ブロツクA1による組積み状態を示した正面図で
ある。第6図と、第7図及び第8図と、第9図
と、第10図及び第11図と、第12図とは、
各々本発明の別の実施例の横孔セラミツクブロツ
クA2〜A6による場合を示し、第6図は横孔セラ
ミツクブロツクA2による組積み状態を示した正
面図、第7,8図は横孔セラミツクブロツクA3
の平面図及び組積み状態を示した正面図、第9図
は横孔セラミツクブロツクA4による組積み状態
を示した正面図、第10,11図は横孔セラミツ
クブロツクA5の平面図及び組積み状態を示した
正面図、第12図は横孔セラミツクブロツクA6
による組積み状態を示した正面図である。
1,1……前後のフエイスシエル、2,2……
上下のウエブシエル、3,3……凹処、4,1
2,15,16,19,20,23,26……凹
部、5,13,17,21,24,27……縦
筋、6……モルタル等の縦筋に対する所定のかぶ
り厚、7,8,9……仕切壁、b1〜b4……空洞、
10……規制部、A1〜A6……横孔セラミツクブ
ロツク。
Figures 1 to 4 are a front view, a plan view, a right side view, and a vertical sectional view of the horizontal hole ceramic block A1 used in carrying out the present invention, and Figure 5 is a state in which the horizontal hole ceramic block A1 is assembled. FIG. 6, 7 and 8, 9, 10 and 11, and 12,
Each shows cases using horizontal hole ceramic blocks A 2 to A 6 according to other embodiments of the present invention, FIG. 6 is a front view showing the assembled state of horizontal hole ceramic block A 2 , and FIGS. Hole Ceramic Block A 3
Figure 9 is a front view showing the assembled state of horizontal hole ceramic block A4 , and Figures 10 and 11 are the plan view and assembled state of horizontal hole ceramic block A5 . A front view showing the stacked state, Figure 12 is a horizontal hole ceramic block A 6
FIG. 3 is a front view showing the assembled state. 1, 1...Face shell before and after, 2, 2...
Upper and lower web shells, 3, 3... recess, 4, 1
2, 15, 16, 19, 20, 23, 26... Concavity, 5, 13, 17, 21, 24, 27... Vertical reinforcement, 6... Predetermined cover thickness for vertical reinforcement such as mortar, 7, 8 , 9... Partition wall, b 1 to b 4 ... Cavity,
10...Regulation section, A1 to A6 ...Horizontal ceramic block.
Claims (1)
のウエブシエル2,2が凹処3,3を形成し、左
右側面のうち少なくとも一方が平面半円形状の凹
部をなし、かつその深さを後記鉄筋に対するモル
タル等の所定のかぶり厚を超える寸法とし、上記
フエイスシエル1,1とウエブシエル2,2とが
囲繞する横孔が、ウエブシエル2,2間に設立し
た仕切壁7,8,9によつて4つの空洞b1〜b4に
仕切られ、その各空洞b1〜b4内壁面に、該各空洞
b1〜b4の左右両側開口端に達する全長にわたつて
押出成型により規制部10を突設し、これによつ
て上記左右両側開口端の開口面積を小さくしてな
る建築用横孔セラミツクブロツクを、所要複数
個、縦筋を植立した土台に乗載して、この縦筋を
当該凹部の上記所定のかぶり厚を得られるところ
に位置させ、上下段において互いの縦目地を、上
記所定のかぶり厚を超える深さに相当する長さか
ら、この横孔セラミツクブロツクの長さの半部に
相当する長さの範囲内で左右にずれた状態にさせ
て組積みすることを特徴とする建築用横孔セラミ
ツクブロツクの組積み工法。1 The front and rear face shells 1, 1 are vertical, the upper and lower web shells 2, 2 form recesses 3, 3, and at least one of the left and right side surfaces forms a recess with a planar semicircular shape, and the depth thereof is described later. The horizontal hole surrounded by the face shells 1, 1 and the web shells 2, 2 has a dimension that exceeds the predetermined cover thickness of mortar etc. on the reinforcing bars, and the partition walls 7, 8, 9 established between the web shells 2, 2 It is partitioned into four cavities b 1 to b 4 , and each cavity b 1 to b 4 has a wall on its inner wall.
A horizontal hole ceramic block for construction, in which a regulating portion 10 is protruded by extrusion molding over the entire length reaching the left and right opening ends of b1 to b4 , thereby reducing the opening area of the left and right opening ends. The required number of vertical reinforcements are placed on a base on which vertical reinforcements are planted, and the vertical reinforcements are positioned in a place where the above-mentioned predetermined cover thickness of the recess can be obtained, and the vertical joints of the upper and lower tiers are aligned with the above-mentioned predetermined thickness. The structure is characterized in that the masonry is deviated left and right within the range of a length corresponding to a half of the length of this horizontal hole ceramic block from a length corresponding to a depth exceeding the cover thickness. Masonry method for horizontal hole ceramic blocks for construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58135253A JPS6026743A (en) | 1983-07-26 | 1983-07-26 | Assembling and stacking method of ceramic block for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58135253A JPS6026743A (en) | 1983-07-26 | 1983-07-26 | Assembling and stacking method of ceramic block for building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6026743A JPS6026743A (en) | 1985-02-09 |
| JPH0141782B2 true JPH0141782B2 (en) | 1989-09-07 |
Family
ID=15147385
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP58135253A Granted JPS6026743A (en) | 1983-07-26 | 1983-07-26 | Assembling and stacking method of ceramic block for building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6026743A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4697624A (en) * | 1986-01-27 | 1987-10-06 | Emco Wheaton, Inc. | Vapor recovery nozzle |
| JPH03145561A (en) * | 1989-10-31 | 1991-06-20 | Isuzu Motors Ltd | Accumulator type fuel injection device |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5436494Y2 (en) * | 1977-06-07 | 1979-11-05 |
-
1983
- 1983-07-26 JP JP58135253A patent/JPS6026743A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6026743A (en) | 1985-02-09 |
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