JPS6026743A - Assembling and stacking method of ceramic block for building - Google Patents
Assembling and stacking method of ceramic block for buildingInfo
- Publication number
- JPS6026743A JPS6026743A JP58135253A JP13525383A JPS6026743A JP S6026743 A JPS6026743 A JP S6026743A JP 58135253 A JP58135253 A JP 58135253A JP 13525383 A JP13525383 A JP 13525383A JP S6026743 A JPS6026743 A JP S6026743A
- Authority
- JP
- Japan
- Prior art keywords
- vertical
- horizontal hole
- ceramic block
- hole ceramic
- cover thickness
- 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.)
- Granted
Links
- 239000000919 ceramic Substances 0.000 title claims description 35
- 238000000034 method Methods 0.000 title claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 24
- 239000004570 mortar (masonry) Substances 0.000 claims description 17
- 238000010276 construction Methods 0.000 claims description 6
- 230000001105 regulatory effect Effects 0.000 description 7
- 238000005192 partition Methods 0.000 description 5
- 238000001125 extrusion Methods 0.000 description 2
- 238000003754 machining Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 1
- 239000010931 gold Substances 0.000 description 1
- 229910052737 gold Inorganic materials 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
Landscapes
- Fencing (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
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胴を有する建築
用横孔セラミックブロックの組積工法に関する。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 which is a horizontal hole passing through the left and right side surfaces.
従来、上記横孔セラミックブロックは縦孔がないために
早目地積みに組積みしているので1上方の荷重が下方に
広く分散されないため馬乗シ目地積み(破シ目地)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っ九〇
本発明は左右側面のうち少なくとも一側面に形成した凹
部をモルタル等の縦筋に対する所定のかぶシ厚を超える
深さにした横孔セラミックブロックを使用し、それを上
記所定のかぶシ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シ、馬乗)目地積み
に組積するものであシ、その目的線上記従来の欠点を解
消することにある。Conventionally, the above-mentioned horizontal hole ceramic blocks do not have vertical holes, so they are stacked with early joints, so the load from the top is not widely distributed downward, so when masonry is carried out with horseback joints (broken joints). There is a disadvantage that the strength is reduced and the appearance of the joint becomes monotonous compared to the above. By using ceramic blocks with deep horizontal holes and shifting the vertical joints from side to side in the upper and lower tiers within the range of depth exceeding the specified cover thickness, Its purpose is to eliminate the above-mentioned drawbacks of the conventional technology.
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.
A、〜A、社本見本発明施に使用するそれぞれ別の横孔
セラミックブロックである。まず横孔セラミックブロッ
クA、は、押出成型によシ一体に成形し高温で焼成して
あシ、略横長直方体状をなし、前後フェイスシェル1.
1が垂直になっているとともに、上下ウェブシェル2,
2がそれぞれ下方と上方に向って湾曲し横筋を配筋する
凹部3.3が設けられている。またこれらウェブシェル
2.2の左右端がそれぞれ右方と左方に湾曲した略半円
形状にえぐれて左右側に縦筋を配筋する四部4゜4が左
右対称に設けられている。A, - A, Samples of the present invention are different horizontal hole ceramic blocks used in the present invention. First, the horizontal hole ceramic block A is integrally molded by extrusion molding and fired at high temperature to form a generally horizontally elongated rectangular parallelepiped shape.
1 is vertical, and the upper and lower web shells 2,
2 is curved downward and upward, respectively, and is provided with recesses 3.3 for arranging transverse reinforcement. 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 four portions 4.4 are symmetrically provided with vertical reinforcements arranged on the left and right sides.
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シ厚6(例えば建築基準法では
20.、)の約2倍に相当する深さり、を有している。The recess 4.4 has a depth corresponding 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.
b、〜b4はそれぞれ左右側面に貫通した横孔たる空胴
で、それは、上記フェイスシェル1.1及びウェブシェ
ル2,2に囲繞形成された左右側面に貫通した空胴をウ
ェブシェル2,2間に形成した中央の仕切M7と、この
仕切壁7とフェイスシェル1.1の中間の仕切壁8,9
によp縦細長に略4等分した如き状態に形成され、かっ
空胴す、とb4゜空胴す、とす、がそれぞれ左右対称に
配置されている〇10は各空胴b1〜b、の左右開口間
の全長にかたって押出成型によυ突設した規制部で、そ
れは、断面矩形の突条に成形され、空胴す、、b、には
それぞれ1個ずつ仕切壁7の側面中央′に沿りて水平に
突設しているとともに、空胴に’l+t’4にはそれぞ
れ3個ずつフェイスシェル1,1の側面に互いに等間隔
で水平に突設している。b, ~ b4 are horizontal holes penetrating through the left and right side surfaces, respectively; a central partition M7 formed between the partition wall 7 and the partition walls 8, 9 between the partition wall 7 and the face shell 1.1;
〇10 is formed as if it were divided into approximately four vertically elongated cavities, and the cavities b1 and b4゜are arranged symmetrically. A regulating part is formed by extrusion molding to protrude along the entire length between the left and right openings of , and is formed into a protruding strip with a rectangular cross section. They protrude horizontally along the center of the side surface, and three of them are provided in the cavity 'l+t'4, respectively, protruding horizontally from the side surfaces of the face shells 1, 1 at equal intervals.
上記空胴b*+bmの左右の開口は規制部10の部分で
開口幅が狭くなシ、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
れた状態になっている。The width of the left and right openings of the cavity b*+bm is narrow at the regulating part 10, so that it is as if the opening is constricted at the regulating part 10 and the opening is essentially partitioned into two small parts, upper and lower. ing.
また、空胴k)lsb4は左右の開口が3つの規制部1
0の部分で開口幅が狭くなシ、あたかもこれら規制部1
0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圧なっている0
上記横孔・セラミックブロックA1を馬乗シ目地に組積
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の深さり、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
るに第5図)。In addition, the cavity k)lsb4 has a regulating part 1 with three openings on the left and right.
The opening width is narrow at the 0 part, as if these regulating parts 1
The hole is constricted at 0, and the opening is essentially partitioned into four small sections, upper and lower. It is mounted on a base 11 on which vertical reinforcements 5 are planted at required intervals, and the vertical joints are in the state of a one-sided joint that is shifted left and right by approximately the depth of the recesses 4, 4 in the upper and lower tiers, In addition, each vertical reinforcement 5 is placed in the center of one of the left and right opposing recesses 4 (FIG. 5).
そして、縦筋5を配筋した四部4,4の部分にモルタル
を充填すると、前記の如く各空胴す、〜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些た状態になっているのに加え、
モルタルの流動性が低いために1間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りた状態になル固
結するだけで、それ以上内方に流入しないもので、かく
して充填されたモルタルによシ縦筋5に対する所定のか
ぶυ厚が得られる。Then, when mortar is filled in the four parts 4, 4 where the vertical reinforcements 5 are arranged, the openings of each cavity ~b4 are constricted at the regulating part 10 and become substantially two or four small holes as described above. In addition to being divided into sections and becoming insignificant,
Due to the low fluidity of mortar, a small amount of mortar flows just inside the edge of the opening, gets stuck there, and solidifies into a clogged state, but does not flow further inward, and is thus filled. By using the mortar, a predetermined cover thickness υ for the longitudinal reinforcement 5 can be obtained.
また、上記各空胴す、〜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7エイスシエル1.
1、ウェブシェル2.1 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
孔セラミックブロックA。Furthermore, the mortar that has flowed into the areas just inside the openings of each of the cavities 1 to 7 is 1.
1. Web shell 2.1 Since it is fixed to the partition wall 7° 8.9 and the regulating part 10, etc., the mortar of the reinforcing bar part and the horizontal hole ceramic block A.
との接触部分が増して両者の結合が強化されている。The contact area between the two is increased, and the bond between the two is strengthened.
次に第6図の横孔セラミックブロックA、は、前記横孔
セラミックブロックA、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 A shown in FIG.
The depth of 12 is different, and the other configurations are the same.
すなわち1上記口部12.12の深さはモルタル等の所
定のかぶシ厚6の約3倍に相当し、またこの横孔セラミ
ックブロックA2の長さLの約173に相当している。That is, the depth of the opening 12.12 corresponds to about three times the predetermined cover thickness 6 of mortar or the like, and also corresponds to about 173 times the length L of the horizontal hole ceramic block A2.
この横孔セラミックブロックA、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との横孔
セラミックブロック九の長さ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
る四部12.12のうち一方の凹部12の内端がらその
深さの173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を配筋した四部12゜
12の部分にモルタルを充填する。また、横孔セラミッ
クブロックAs (第7図)は、前記横孔セラミックブ
ロック^e 4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。In order to assemble this horizontal hole ceramic block A, a required plurality of these are placed on a base 14 on which vertical reinforcements 13 are planted at required intervals, and the vertical joints of each block A are placed in the horizontal holes at the upper and lower levels. The ceramic block 9 is made into a true horse-tread joint that is shifted left and right by half the length L, and each vertical strip 13 is moved from the inner end of the recess 12 of one of the four parts 12 and 12 facing left and right to the depth of 173, and the four sections 12.degree. 12 where the vertical reinforcements 13 are arranged are filled with mortar. Further, the horizontal hole ceramic block As (FIG. 7) is different from the horizontal hole ceramic block ^e4 in the depth of the recesses 15 and 16 in which the vertical reinforcements are arranged, but the other configurations are the same.
すなわち、凹部15は前記所定のかぶシ厚6(20鵡)
と同じ深さり、を有し、凹部16は所定のかぶシ厚6の
約2倍に相当する深さり、を有しているO
との横孔セラミックブロックA、を組積みするK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1
6の深さD8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を左右に対向する四部15.16の
うち四部16の中央に位置させてm積みし、縦筋17を
配筋した四部15と対向する四部160部分にモルタル
を充填する(第8図)。That is, the recess 15 has the predetermined cover thickness 6 (20 mm).
, and the recess 16 has a depth corresponding to approximately twice the predetermined cover thickness 6. A plurality of the required numbers are mounted on a base 18 on which vertical reinforcements 17 are planted at required intervals, and each vertical joint is formed into a substantially concave portion 1 in the upper and lower stages.
6, the vertical bars 17 are placed in the center of the four parts 16 of the four parts 15 and 16 that face each other left and right, and m stacked. Mortar is filled in the four parts 160 facing the four parts 15 where the reinforcing bars 17 are arranged (FIG. 8).
前記横孔セラミックブロックA、(第9図)は、横孔セ
ラミックブロックAl’−”A、とは縦筋を配筋する四
部19.20の深さの組み合せが相違し、その他の構成
は同じである。The horizontal hole ceramic block A (FIG. 9) is different from the horizontal hole ceramic block Al'-''A in the combination of depths of the four parts 19 and 20 for arranging vertical reinforcements, but the other configurations are the same. It is.
すなわち、上記凹部19の深さは前記所定のかぶシ厚6
(20am)の約3倍に相当し、凹部20の深さは所定
のかぶり厚6と同じになっている。That is, the depth of the recess 19 is equal to the predetermined cover thickness 6.
(20 am), and the depth of the recess 20 is the same as the predetermined cover thickness 6.
この横孔セラミックブロック^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2z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ックブロッ
ク^の長さし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を左右に対向する四部”9#20
のうち凹部2oの内側からその深さの1/3に相当する
間隔th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と対向する四部20の部分に゛モルタ
ル金充填する(第9図)。This horizontal hole ceramic block ^ requires multiple pieces of this,
It is mounted on a base 2z on which vertical reinforcements 21 are planted at the required intervals, and the vertical joints are shifted from side to side by half the length of this horizontal hole ceramic block ^ in the upper and lower tiers, so that it is in the state of a true horse-tread joint. , and four parts facing each vertical strip 21 from side to side"9#20
Among them, the masonry is placed at a distance th corresponding to 1/3 of the depth from the inside of the recess 2o, and the four parts 20 facing the recess 19 where the vertical reinforcements 21 are arranged are filled with mortar gold. (Figure 9).
次に第10図の横孔セラミックブロックA、は、前記横
孔セラミックブロックA1〜A4とは、縦筋を配筋する
四部23′に左、右側面一側たとえば右側にだけ設け、
左側面は垂直面にしたことが相違し1、その他の構成は
同じである。Next, the horizontal hole ceramic block A in FIG. 10 is different from the horizontal hole ceramic blocks A1 to A4 in that it is provided only on one side, for example, on the right side, on the left and right sides of the four parts 23' where longitudinal reinforcement is arranged.
The difference is that the left side surface is a vertical surface 1, but the other configurations are the same.
上記四部23は前記所定のかぶυ厚6(20■)の約2
倍に相当する深さD4t−有している。The above-mentioned four parts 23 are approximately 2 of the predetermined cover thickness υ 6 (20 ■).
It has a depth D4t- which corresponds to twice that.
この上記セラミックブロックA、を組積みするには、と
れを所要複数個、縦筋24を所要の間隔で植立した土台
25に上下各段毎に凹部23の向きを左右逆1cL、、
かつ互いの縦目地が上下段において略凹部23の深さり
、の分だけ左右にずれ九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を配筋した四部23の部分にモルタルを充填する(
第、11図)0また、第12図の横孔セラミックブロッ
クA6は、前記横孔セラミックブロックA、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。In order to stack the above-mentioned ceramic blocks A, the direction of the recesses 23 is reversed from left to right by 1 cL in each upper and lower level on a base 25 on which a plurality of ribs are installed and vertical bars 24 are planted at required intervals.
In addition, each vertical joint is shifted left and right by approximately the depth of the recess 23 in the upper and lower stages, and the masonry is stacked with each vertical joint 24 positioned in the center of the recess 23. , Fill the four parts 23 with vertical reinforcement 24 with mortar (
11) 0 Furthermore, the horizontal hole ceramic block A6 shown in FIG. The other configurations are the same.
すなわち、上記四部26の深さは前記モルタル等の所定
のかぶシ厚6 (20try )の約3倍に相当してい
る。That is, the depth of the four portions 26 corresponds to about three times the predetermined cover thickness 6 (20 tries) of the mortar or the like.
との横孔セラミックブロックA、を組積みするに娘、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、上下各段毎に凹部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との横孔セラミックプロ
1!氏の長さ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′t−凹部26の内端からその
深さの14に相当する間隔をあけたところに位置させて
組81t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。To assemble horizontal hole ceramic blocks A, a plurality of them are placed on a base 28 on which vertical bars 27 are planted at required intervals, and the direction of the recesses 26 is reversed left and right in each upper and lower step. Horizontal hole ceramic pro 1 with vertical joints on the upper and lower levels! Mount the vehicle at the true horse tread joint that is shifted left and right by half the length L, and place it at a distance corresponding to the depth of 14 from the inner end of each vertical strip 27't-recess 26. The recesses 26 where the vertical reinforcements 27 have been arranged are filled with mortar.
以上述べたとζろから明らかなように本発明によれば、
縦筋を配筋する凹部の縦筋へのモルタル等の所定のかぶ
υ厚を超える深さに相当゛する範囲内で所望のところに
縦筋金配置し、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、上記所定のかぶシ厚を超える
深さに・相当する長さから当該横孔セラミックブロック
の半分の長さにわたる馬乗シ目地、すなわち実施例に示
した如き片馬踏目地から真馬踏目地の多様な馬乗シ目地
の壁体を構築できる庵のである。According to the present invention, as is clear from the above description and
Arrange vertical reinforcements Place vertical reinforcements at desired locations within the range corresponding to the depth exceeding the predetermined cover υ thickness of mortar, etc. to the vertical reinforcements of the recesses, and shift the vertical joints left and right in the upper and lower rows. With a simple masonry operation, it is possible to create a seam joint extending from a depth exceeding the predetermined cover thickness to a length corresponding to half the length of the horizontal hole ceramic block, that is, a piece like the one shown in the example. It is a hermitage where you can build walls with a variety of horse-tread joints, from horse-tread joints to true horse-tread joints.
図面第1〜4図は本発明の実施に使用する横孔セラミッ
クブロックA、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ックブロックA、による組
積み状態を示した正面図である。
また、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図とはそれぞれ本発明の
別の実施例の横孔セラミックブロック鳥〜A4による場
合を示し、第6図は横孔セラミックブロック島による組
積み状態を示した正面図、第7,8図は横孔セラミック
ブロックA、の平面図及び組積み状態を示し九正面図、
第9図は横孔セラミックブロックA、による組積み状態
を示した正面図、第10.11図は横孔セラミックブロ
ックA、の平面図及び組積み状態を示し九正面図、第1
2図は横孔セラミックブロック^による組積み状態を示
した正面図である。
A、〜A、・OΦ横孔セラミックブロック、4,12゜
15.16,19,20,23.26 ・ ・ ・凹部
、5.13,17,21,24.27@・・縦筋、6・
・・七ルタル等の縦筋に対する所定のかぶル厚。
特許出願人 北海道農材工業株式会社
代理人 弁理士 原 1) 信 厭:i’);rkオフ
図
47 7
矛2M
第3圓
λ4図
75 7 2 76
矛8図Figures 1 to 4 show a front view, top view, right side view, and vertical cross-sectional view of the horizontal hole ceramic block A used in carrying out the present invention, and Figure 5 shows the assembled state of the horizontal hole ceramic block A. FIG. 6, 7 and 8, 9, 10, 11, and 12 are horizontal hole ceramic blocks of other embodiments of the present invention, respectively. ~ A4 is shown, FIG. 6 is a front view showing the state of machining with the horizontal hole ceramic block island, and FIGS. ,
Fig. 9 is a front view showing the state of machining with the horizontal hole ceramic block A, and Fig. 10.11 is a front view showing the plan view and the state of masonry of the horizontal hole ceramic block A.
Figure 2 is a front view showing the state of construction using horizontal hole ceramic blocks. A, ~A, ・OΦ horizontal hole ceramic block, 4, 12° 15.16, 19, 20, 23.26 ・ ・ ・ Concavity, 5.13, 17, 21, 24.27 @ ・ Vertical strip, 6・
...Predetermined cover thickness for longitudinal stripes such as seven rutals. Patent applicant Hokkaido Nozai Kogyo Co., Ltd. Agent Patent attorney Hara 1) Shin Kei: i')
Claims (1)
なくとも一側面に縦筋を配筋してモルタル等を充填する
凹部を、モルタル等の縦筋に対する所定のかぶシ厚を超
える深さにして設けた建築用横孔セラミックブロックを
所要複数個、縦筋を植立した土台に乗載して、この縦筋
を上記凹部の上記所定のかぶ)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
ぶシ厚を超える深さに相当する長さから、との横孔セラ
ミックブロッ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
建築用横孔セラミックブロックの組積工法。The opening of the horizontal hole is formed on the left and right sides, vertical reinforcement is arranged on at least one side of the left and right sides, and the recess to be filled with mortar etc. is formed to a depth exceeding the predetermined cover thickness for the vertical reinforcement of mortar etc. Place the required number of ceramic blocks with horizontal holes for construction on a foundation with vertical reinforcements, position the vertical reinforcements in the recesses at a place where the prescribed cover thickness can be obtained, and then In the lower row, the vertical joints of each other are shifted to the left and right within a length corresponding to half the length of the horizontal hole ceramic block from the length corresponding to the depth exceeding the specified cover thickness. A method of masonry construction of horizontal hole ceramic blocks for construction, which is characterized by masonry work in which the blocks are placed in the same state.
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 true JPS6026743A (en) | 1985-02-09 |
| JPH0141782B2 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) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62220497A (en) * | 1986-01-27 | 1987-09-28 | エムコ・ウイ−トン・インコ−ポレイテツド | Nozzle with valve |
| JPH03145561A (en) * | 1989-10-31 | 1991-06-20 | Isuzu Motors Ltd | Accumulator type fuel injection device |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS541905U (en) * | 1977-06-07 | 1979-01-08 |
-
1983
- 1983-07-26 JP JP58135253A patent/JPS6026743A/en active Granted
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS541905U (en) * | 1977-06-07 | 1979-01-08 |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62220497A (en) * | 1986-01-27 | 1987-09-28 | エムコ・ウイ−トン・インコ−ポレイテツド | Nozzle with valve |
| JPH03145561A (en) * | 1989-10-31 | 1991-06-20 | Isuzu Motors Ltd | Accumulator type fuel injection device |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0141782B2 (en) | 1989-09-07 |
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