JPH0220756A - Direct plastering method of application compounding material to lathing material at site - Google Patents
Direct plastering method of application compounding material to lathing material at siteInfo
- Publication number
- JPH0220756A JPH0220756A JP17204688A JP17204688A JPH0220756A JP H0220756 A JPH0220756 A JP H0220756A JP 17204688 A JP17204688 A JP 17204688A JP 17204688 A JP17204688 A JP 17204688A JP H0220756 A JPH0220756 A JP H0220756A
- Authority
- JP
- Japan
- Prior art keywords
- pressure
- hose body
- mixed
- mixed material
- construction
- 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
Links
- 239000000463 material Substances 0.000 title claims abstract description 66
- 238000000034 method Methods 0.000 title abstract description 20
- 238000013329 compounding Methods 0.000 title abstract 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 5
- 238000010276 construction Methods 0.000 claims description 29
- 150000001875 compounds Chemical class 0.000 claims description 12
- 238000000576 coating method Methods 0.000 claims description 9
- 238000004898 kneading Methods 0.000 claims description 9
- 239000011248 coating agent Substances 0.000 claims description 8
- JGPMMRGNQUBGND-UHFFFAOYSA-N idebenone Chemical compound COC1=C(OC)C(=O)C(CCCCCCCCCCO)=C(C)C1=O JGPMMRGNQUBGND-UHFFFAOYSA-N 0.000 claims description 6
- 229960004135 idebenone Drugs 0.000 claims description 6
- 238000007599 discharging Methods 0.000 claims description 5
- 239000000725 suspension Substances 0.000 claims description 5
- 239000000203 mixture Substances 0.000 claims 1
- 239000002689 soil Substances 0.000 description 7
- 238000004519 manufacturing process Methods 0.000 description 4
- 230000008878 coupling Effects 0.000 description 3
- 238000010168 coupling process Methods 0.000 description 3
- 238000005859 coupling reaction Methods 0.000 description 3
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 2
- 235000017491 Bambusa tulda Nutrition 0.000 description 2
- 241001330002 Bambuseae Species 0.000 description 2
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 2
- 239000011425 bamboo Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000007591 painting process Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 238000009436 residential construction Methods 0.000 description 1
Abstract
Description
産業上の利用分野
本発明は、施工配合材料を現場で壁下地材に直接塗付け
工法に関する。
従来の技術
従来、小舞壁下地材および不発明者が永年にわたり、前
記小舞・壁下地材に代わる土壁下地材に関し研究開発の
結果、考案した土壁下地材（実願昭５７−１５７７３９
号ンと該下地材にさらに改良を加えた拡縮自在な壁下地
材（実願昭６０−５０３４６号）のものがある。前記の
「土壁下地材」、１拡縮自在な壁下地材」に関し現場で
の荒壁・中塗の施工手段のすべては、経験豊富な５〜８
人の左官職人によって手作業でおこなわれていた。年々
職人の不足と、特に「小舞下地材」に関しては材料不足
が深刻な問題となっている。また、壁土の選定施工に手
間取り、工期が長くなり、コストが割高くなっているの
が笑情である。本発明者は前記の壁下地材に関し、塗着
する「壁土」に代わる配合材料の製造方法について発明
をなした。％願昭６３−５７３８０号（荒壁・中塗の配
合材の製造方法）とさらに昭和６３年６月１８日付に前
記方法を改良し、出願をした、１荒壁・中塗する壁土に
代わる施工用配合材料の製造方竺、のちのがある。
前記の壁下地材に関し、多棟類の混合材料を簡単に敏速
に塗着施工が現場でもって直接に１階〜３階までの塗付
けする工法が、提案されながらも最良手段のものがなか
った。
発明が解決しようとする問題点
上記技術においでは、特に竹小舞壁に関しては材料不足
と左官職人の不足により工期が長弓くことにより、コス
トが高くなる欠点があった。
また、本発明者が考案した実願昭６０−５０３４６号（
拡縮自在な壁下地材）については、壁倍率ｔ５倍の強度
と一足の品質化が保障され、量産可能であり、施工も簡
単である。しかし、本発明者が開発した特願昭６３−５
７３８０号（荒壁・中塗の施工配合材の製造方法）と昭
和６３年６月１８日出願した（荒壁−中塗する壁土に代
わる施工用配合材料の製造方法）前記配合材料を現場（
１階〜３階）で壁下地材に直接塗付けする工法手段が望
まれていた。本発明は前記要望に応えるため発明したも
のである。
問題点を解決するための手段
不発明者は長年にわたり、在来工法である竹小舞壁の改
良とか新壁下地材に塗着する施工用混合材料について、
種々研究を重ね、その結果、実施化し高い評価を得てい
る。前記した壁下地材に適用するために、発明者が開発
に成功した施工用配合材料を現場で、壁下地材に直接塗
付け工法を知見し、本発明を完成させるにいたつた。本
発明の工法の構成を実施例図面第１〜６図に示すように
、施工配合材料を達磨練り装置（１）に電動機（２）と
排出口（１）’を具備せしめ混合させる手段と該装置に
より混合排出される混合材料は、前記装置と近接し、て
設けた送りポンプ装置（３）の上部に設けた材料受入口
（３）ｌに入り混練用の電動機（４）を具備し、該ポン
プ装置により混合材料を送出する手段と該装置に取付け
する所要の長さの耐圧ホースを取付け部（５）に耐圧ホ
ース部体（６）を取付し、該ホース部体を連結具（７）
により接続される一方の、分岐用の耐圧ホース側に配設
した混合材料よりできた凝結水を排出させる排出用のド
INDUSTRIAL APPLICATION FIELD OF THE INVENTION The present invention relates to a method of applying a construction compound directly to a wall base material on site. 2. Description of the Related Art As a result of many years of research and development by a person who has not yet invented a soil wall base material and a soil wall base material that can be used as an alternative to the above-mentioned Komai wall base material, an earth wall base material (Utility Application No. 57-157739) has been devised.
There is a wall base material (Utility Application No. 60-50346) which can be expanded and contracted by further improving the base material. Regarding the above-mentioned "earth wall base material" and 1. scalable wall base material, all construction methods for rough walls and intermediate coating on site are carried out by experienced 5-8
It was done by hand by human plasterers. Year after year, the shortage of craftsmen and the shortage of materials, especially for ``Komai-jima materials,'' are becoming a serious problem. Additionally, it is a shame that the selection and construction of wall soil takes time, lengthens the construction period, and costs are relatively high. The present inventors have invented a method for producing a blended material in place of the "wall soil" applied to the above-mentioned wall base material. % Application No. 63-57380 (Method for producing mixed materials for rough walls and intermediate coating) and further improved the above method and filed an application dated June 18, 1988. 1 Compound material for construction to replace wall soil for rough walls and intermediate coating There is a later explanation of how to make it. Regarding the above-mentioned wall base material, a construction method has been proposed in which a mixed material for multiple buildings can be painted easily and quickly on the first to third floors directly on site, but there is no best method. Ta. Problems to be Solved by the Invention The above-mentioned technique has the disadvantage that the construction period becomes long due to the shortage of materials and the shortage of plasterers, especially for bamboo walls, resulting in high costs. In addition, Utility Application No. 60-50346 devised by the present inventor (
As for the wall base material that can be expanded and contracted, it guarantees the strength of the wall magnification t5 times and the quality of a pair of shoes, can be mass-produced, and is easy to construct. However, the patent application 1986-5 developed by the present inventor
No. 7380 (Method for producing a construction compound for rough walls and intermediate coating) and filed on June 18, 1988 (A method for producing a compound for construction in place of wall soil for rough walls and intermediate coating).
There was a desire for a construction method that would allow the coating to be applied directly to the wall base material (1st to 3rd floors). The present invention was invented in order to meet the above-mentioned needs. Means to Solve Problems For many years, inventors have been developing ideas for improvements to the traditional construction method of bamboo wall walls, and for construction mixed materials to be applied to new wall base materials.
As a result of various research, it has been put into practice and has received high praise. In order to apply the above-mentioned wall base material, the inventor discovered a method of applying the construction compound material that he had successfully developed directly to the wall base material on site, and was able to complete the present invention. As shown in FIGS. 1 to 6 of the embodiment drawings, the structure of the method of the present invention is as follows: A Daruma kneading device (1) is equipped with an electric motor (2) and a discharge port (1)' to mix the construction compound materials. The mixed material mixed and discharged by the device enters a material receiving port (3) l provided at the top of a feed pump device (3) provided close to the device, and is equipped with an electric motor (4) for kneading; A means for delivering the mixed material by the pump device and a pressure resistant hose of a required length to be attached to the device are attached to the mounting portion (5), and a pressure resistant hose body (6) is attached to the connecting tool (7). )
A discharge door for discharging condensed water made from a mixed material is installed on the pressure-resistant hose side for branching, which is connected to the
【−ン弁（８）と送出される混合材料をバルブコック（
９Ｌ （１０）で出入調節させる手段と耐圧ホース体
（６）１、（６戸を各階に仮設せしめ該耐圧ホース体の
固定と滑動自在な懸吊装置ｒｉ： （１１）、（１２）
の手段を用い前記両耐圧ホース体を脱着自在用の連結具
（１３λ（１４］により接続される一方の、混合材料を
塗付け用の放出装置（１５人（１６）を取付けでもって
構成されている。
作 用
上述のごとく構成されているから、配合材料を達磨練り
装置（１）に入れ該装置に内蔵せし！動機（２）の回転
により前記配合材料は混合されて排出口（１）ｌより排
出され前記装置と近接して設けた送りポンプ装＃、（３
）の上部に設けた材料受入口（３）′に入り電動機（４
）の回転により送出される混合材料は前記ポンプ装置（
４）の取付部（５）に耐圧ホース部体（６）を取付けす
る該ホース部体を連結具（７）により接続される一方の
、分岐用の耐圧ホース側に配設した混合材料よりできた
凝結水を排出させる排出用のドレン弁（８）と送出され
る混合材料をバルブコック（９Ｌ （１０）で出入調節
させる手段を備え、耐圧ホース体（６）’、 （６戸を
各階に仮設せし７め該耐圧ホース体の固定と滑動自在な
懸吊装置（１１人（１２）の手段を用い前記両耐圧ホー
ス体と脱着自在用の連結具（１３人（１４）により接続
される一方の、混合材料を池付け用の放出装ａ （１５
人（１６）を前記連結具に取付けでもって現場で壁下地
材に直接塗付けができる工法である。
実施例
以下、本発明の実施例を図面について詳細に説明する。
第１図は不発明の一実施例を示す施工配合材料を現場で
壁下地材に直接塗付け工法である。第２図は１０型耐圧
ホース体。第３図は２０型耐圧ホ一ス体。第４図は３０
型耐圧ホ一ス体。第５図は圧力放出装置。第６図は着脱
自在の螺旋放出装置である。第１図は前記したように本
発明の最良の結果をもたらす実施例の全体工程の工法で
ある。本発明は施工配合材を現場で壁下地材に直接塗り
付け工法に関する。
本発明の工法をまづ要約すれば、■達磨練り機（混合工
程〕、■送りポンプ装置ｔ（圧送工程）、■耐圧ホース
（送給工程）、■連結具、ドレン弁（送りバルブ工程）
、■懸吊装置（固定工程］、■連結具、放出装置（塗付
け工程）。前記の構成手段が本発明の工法である。前記
施工配合材料を達磨練り装置（１）に電動機（２）と排
出口（１）１を具備せしめた混合させる手段と該装置に
より混合され排出の混合材料は前記装置と近接して設け
た送りポンプ装Ｒ（３）の上部に設けた材料受入口（３
）′に入り混練用の電動機（４）を具備し該ポンプ装置
により混合材料を送出する手段と該装置に取付けする所
要の長さの耐圧ホースを取付け部（５）に耐圧ホース部
体（６）を取付し、該ホース部体を連結具（７）により
接続される一方の、分岐用の耐圧ホース側に（該分岐用
の耐圧ホースの種類は、１０型耐圧ホース体と２０型耐
圧ホ一ス体と３０型耐圧ホ一ス体である。ン着脱自在の
取付けの分岐用の耐圧ホースの形態は不芙施例では、２
０型耐圧ホ一ス体を使用する。前記の耐圧ホース体は目
的により連結具（７）で分岐用の耐圧ホース体の取替が
自在である。３０型耐圧ホ一ス体は３階建施工現場に用
いる。前記分岐用の耐圧ホース側に配設した混合材料よ
りできた凝結水を排出させる排出用のドレン弁（８）と
送出される混合材料をバルブコック（９）、（１０）で
出入調節させる手段と（該３０型耐圧ホ一ス体（１０）
’を使用する場合は３階建の施工現場に使用する。】
耐圧ホース体（６）１、（６戸を各階に仮設せしめ該耐
圧ホース体の固定と滑動自在な懸吊装置（１１人（１２
）の手段を用いる。前記両耐圧ホース体と脱着自在用の
連結具（１３）、 （１４）により接続される一方の、
混合材料を塗付け用の放出装置 （１５人（１６）を前
記連結具により脱着自在に取付けられる構成のものであ
る。不発明の実施例については前記したように本発明の
工法によれば、左官作業の一貫性と敏速化と操作性も一
般作業＾で簡単におこなわれ、少数人員でしかも高層化
住宅にも適合ができる。
発明の効果
本発明は以上説明したように、本発明の工法である、第
１手段である混合工程手段（達磨練り機］と第２手段で
ある圧送工程手段（送りポンプ装置）と第３手段である
送給工程手段（耐圧ホース）と第４手段であるバルブ工
程手段（連結具、ドレン弁］第５手段である固定工程手
段Ｕ＠吊装ｆｆ１１）と第６手段である塗り付け工程手
段（連結具、放出装置）前記手段の工法が本発明の構成
である。前記構成によれば、左官作業の一貫性と敏速化
を計り、入夫、一般作業員で壁土付け、モルタール塗り
作業ができ、左官ごて塗り作業の５〜６人の減少と能率
化を計ることができる。本発明工法をもってすれば、高
層化住宅作業にも適合ができ、また、修正は左官ごて、
にてむらなおしできる等幾多の効果がある。The mixed material to be delivered is connected to the valve cock (8).
9L (10) means for adjusting entry and exit, pressure hose body (6) 1, (6 units temporarily installed on each floor, fixing of the pressure hose body and a slidable suspension device ri: (11), (12)
The two pressure-resistant hose bodies are connected by a removable connector (13λ (14)), and the other is connected to a discharge device (15 (16)) for applying the mixed material. Function: Since it is configured as described above, the blended materials are put into the Daruma kneading device (1) and built into the device! The blended materials are mixed by the rotation of the motive device (2) and are discharged from the discharge port (1). Feed pump device #, (3
) into the material receiving port (3)' provided at the top of the motor (4).
The mixed material sent out by the rotation of the pump device (
The pressure hose body (6) is attached to the mounting part (5) of 4).The hose body is connected by the connector (7), and is made of a mixed material arranged on the side of the pressure hose for branching. It is equipped with a drain valve (8) for discharging the condensed water and a means for controlling the inflow and outflow of the mixed material to be sent out using a valve cock (9L (10)), and a pressure-resistant hose body (6)' (6 units are installed on each floor). Temporary installation 7. Fixing the pressure-resistant hose body and using a slidable suspension device (11 people (12)) to connect both pressure-resistant hose bodies and a removable coupling device (13 people (14)). On the other hand, a discharge device a (15
This is a construction method that allows a person (16) to be attached to the connector and apply the coating directly to the wall base material on site. EXAMPLES Hereinafter, examples of the present invention will be described in detail with reference to the drawings. Figure 1 shows an embodiment of the invention in which a construction compound is applied directly to the wall base material on site. Figure 2 shows the 10 type pressure hose body. Figure 3 shows a 20-inch pressure-resistant hose body. Figure 4 is 30
Type pressure resistant hose unit. Figure 5 shows a pressure release device. FIG. 6 shows a removable spiral discharge device. FIG. 1 shows the entire process of the embodiment of the present invention which provides the best results as described above. The present invention relates to a construction method in which a construction compound is applied directly to a wall base material on site. To first summarize the method of the present invention, ■ Daruma kneading machine (mixing process), ■ Feed pump device t (pressure feeding process), ■ Pressure resistant hose (feeding process), ■ Connector, drain valve (feeding valve process).
, ■ Suspension device (fixing process), ■ Connector, discharge device (painting process). The above-mentioned constituent means are the construction method of the present invention. The mixed material mixed by the device and discharged is a material receiving port (3) provided at the upper part of the feed pump device R (3) provided adjacent to the device.
)' is equipped with an electric motor (4) for kneading, a means for delivering the mixed material by the pump device, and a pressure-resistant hose of the required length to be attached to the device is attached to the mounting portion (5). ), and the hose body is connected to one side of the branching pressure-resistant hose (the types of branching pressure-resistant hoses are 10 type pressure hose body and 20 type pressure hose body). One hose body and a 30 type pressure hose body.In various embodiments, the form of the pressure hose for branching is removable.
Use a type 0 pressure-resistant hose body. The above-mentioned pressure-resistant hose body can be freely replaced with a branching pressure-resistant hose body using a connector (7) depending on the purpose. The 30-type pressure-resistant hose body is used for three-story building construction sites. A drain valve (8) for discharging condensed water formed from the mixed material disposed on the side of the pressure-resistant hose for branching, and means for controlling the inflow and outflow of the mixed material to be sent out using valve cocks (9) and (10). (The 30-type pressure-resistant hose body (10)
' is used at a three-story construction site. ]
Pressure-resistant hose body (6) 1 (6 units are temporarily installed on each floor, and the pressure-resistant hose body is fixed and a slidable suspension device (11 people (12
). one of which is connected to both pressure-resistant hose bodies by removable connectors (13) and (14);
A device for dispensing a mixed material (it has a structure in which 15 people (16) can be detachably attached to it using the connecting tool). The consistency, speed, and operability of plastering work can be easily performed in general work, and it can be performed with a small number of workers and can be applied to high-rise residential buildings.Effects of the Invention As explained above, the construction method of the present invention The mixing process means (daruma kneading machine) is the first means, the pressure feeding process means (feeding pump device) is the second means, the feeding process means (pressure resistant hose) is the third means, and the fourth means is Valve process means (coupling tool, drain valve) Fixing process means U@hanging ff11, which is the fifth means, and coating process means (coupling tool, discharge device), which is the sixth means, are the construction methods of the above means according to the present invention. According to the above structure, consistency and speed of plastering work is achieved, and laborers and general workers can install wall soil and apply mortar, reducing the number of plastering workers by 5 to 6 people and improving efficiency. The construction method of the present invention can be applied to high-rise residential construction work, and corrections can be made using a plastering trowel,
It has many effects such as being able to correct unevenness.
第１図は本発明の一実施例を示す施工配合材料を現場で
壁下地材に直接塗付け図、第２図は１０型耐圧ホース因
、第３図は２０型耐圧ホ一ス図、第４図は３０型耐圧ホ
一ス図、第５図は圧力放出装置図である。第６図は螺旋
放出装置。
（１）・・・・・・達磨練り装置１（１）’−・・・・
・排出口■）・・・・−・電動機 （３）・・
・・・・送りポンプ装置（３）’−・・・・・材料受入
口 （４）・・・・・・電動機（５）・・・・・・
取付け部 （６）・・・・・・耐圧ホース部体（
６２嘱・・・・１０型耐圧ホース体（６戸・・・・・２
０型耐圧ホ一ス体（６）′す・−・・３０型耐圧ホ一ス
体く７】・・・・・・連結具（８）・・・・・・ドレン
弁（９） 、（１０）・・・・・・バルプフック（１１
人（１２）・・・・・・懸吊装置（１３人（１４）・・
−・・・連結具
（１５入（１６）・・・・・・放出装置第２
図
第４図Figure 1 shows an example of the present invention in which the construction compound is applied directly to the wall base material on site, Figure 2 shows a 10-type pressure-resistant hose, Figure 3 shows a 20-type pressure-resistant hose, and Figure 4 is a diagram of a 30-type pressure hose, and Figure 5 is a diagram of a pressure release device. Figure 6 shows a spiral discharge device. (1)...Daruma kneading device 1 (1)'-...
・Exhaust port■)・・・・・Electric motor (3)・・
...Feeding pump device (3)' - ... Material receiving port (4) ... Electric motor (5) ...
Mounting part (6)...Pressure hose body (
62 h...10 type pressure hose body (6 units...2
0 type pressure resistant hose body (6)'...30 type pressure resistant hose body 7]...Connection tool (8)...Drain valve (9), ( 10)...Bulp hook (11)
People (12)... Hanging device (13 people (14)...
-... Connector (15 pieces (16)... Release device Figure 2 Figure 4
Claims (1)
法において、前記施工配合材料を達磨練り装置（１）に
電動機（２）と排出口（１）＾１を具備せしめ混合させ
る手段と該装置により混合され排出の混合材料は前記装
置と近接して設けた送りポンプ装置（３）の上部に設け
た材料受入口（３）＾１に入り混練用の電動機（４）を
具備し、該ポンプ装置により混合材料を送出する手段と
該装置に所要の長さの耐圧ホースを取付けする取付け部
（５）に耐圧ホース部体（６）を取付けする該ホース部
体を連結具（７）により、接続される一方の分岐用の耐
圧ホース側に配設した混合材料よりできた凝結水を排出
させる排出用のドレン弁（８）と送出される混合材料を
バルブコック（９）、（１０）で出入調節させる手段と
耐圧ホース体（６）′、（６）″を各階に仮設せしめ該
耐圧ホース体の固定と、滑動自在な懸吊装置（１１）、
（１２）の手段を用い前記両耐圧ホース体を脱着自在用
の連結具（１３）、（１４）により接続される一方の混
合材料を塗付け用の放出装置（１５）、（１６）でもつ
て構成されたことを特徴とする施工配合材料を現場で壁
下地材に直接塗付け工法。(1) In the construction method where the construction compound material is applied directly to the wall base material on site, a means for mixing the construction compound material by equipping the Daruma kneading device (1) with an electric motor (2) and a discharge port (1)^1; The mixed material mixed and discharged by the device enters a material receiving port (3)^1 provided at the upper part of a feed pump device (3) provided adjacent to the device, and is equipped with an electric motor (4) for kneading, A pressure resistant hose body (6) is attached to a mounting portion (5) for attaching a pressure resistant hose of a required length to the device and a means for delivering the mixed material by the pump device, and a connecting tool (7) for connecting the hose body. A drain valve (8) for discharging condensed water formed from the mixed material disposed on the side of the pressure-resistant hose for one of the branches to be connected, and valve cocks (9) and (10) for discharging the mixed material to be sent out. ) and a pressure hose body (6)', (6)'' are temporarily installed on each floor, and the pressure hose body is fixed, and a slidable suspension device (11),
Using the means of (12), one of the mixed materials connected to the two pressure-resistant hose bodies by the removable connectors (13) and (14) is also applied to the dispensing devices (15) and (16) for coating. A construction method in which the construction compound material, which is characterized by its composition, is applied directly to the wall base material on site.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17204688A JPH0220756A (en) | 1988-07-11 | 1988-07-11 | Direct plastering method of application compounding material to lathing material at site |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17204688A JPH0220756A (en) | 1988-07-11 | 1988-07-11 | Direct plastering method of application compounding material to lathing material at site |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0220756A true JPH0220756A (en) | 1990-01-24 |
Family
ID=15934533
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP17204688A Pending JPH0220756A (en) | 1988-07-11 | 1988-07-11 | Direct plastering method of application compounding material to lathing material at site |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0220756A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2540140A (en) * | 2015-07-06 | 2017-01-11 | Bracey Paul | A trowel |
-
1988
- 1988-07-11 JP JP17204688A patent/JPH0220756A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2540140A (en) * | 2015-07-06 | 2017-01-11 | Bracey Paul | A trowel |
| GB2540140B (en) * | 2015-07-06 | 2020-12-09 | Bracey Paul | A trowel |
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