JPH02147764A - Mesh formwork - Google Patents

Mesh formwork

Info

Publication number
JPH02147764A
JPH02147764A JP63300098A JP30009888A JPH02147764A JP H02147764 A JPH02147764 A JP H02147764A JP 63300098 A JP63300098 A JP 63300098A JP 30009888 A JP30009888 A JP 30009888A JP H02147764 A JPH02147764 A JP H02147764A
Authority
JP
Japan
Prior art keywords
corner
straight
top support
ruler
top end
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
Application number
JP63300098A
Other languages
Japanese (ja)
Other versions
JPH0663352B2 (en
Inventor
Nobuyuki Kuroyanagi
信之 黒柳
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
National House Industrial Co Ltd
Original Assignee
National House Industrial Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by National House Industrial Co Ltd filed Critical National House Industrial Co Ltd
Priority to JP63300098A priority Critical patent/JPH0663352B2/en
Publication of JPH02147764A publication Critical patent/JPH02147764A/en
Publication of JPH0663352B2 publication Critical patent/JPH0663352B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements
    • E04G9/06—Forming boards or similar elements the form surface being of metal
    • E04G9/065—Forming boards or similar elements the form surface being of metal the form surface being of wire mesh

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

PURPOSE:To simplify the extent of assembly for a mesh formwork bent at a corner part as well as to make a straight line and accuracy so accurate enough by connecting a corner top end support member of L-shaped, T-shaped forms to a straight top end support member with a joiner. CONSTITUTION:In a corner top end support member B, an angled outer ruler member 16 and an inner ruler member 17 are connected to each other with an interval holding member 18, and a joiner 21 is installed projectingly from each end of these outer and inner ruler members 16, 17, forming this corner top end support member B. Next, in a straight top end support member A, A pair of angled straight ruler members 23 are set up parallelly, and connected together with the interval holding member 18 and a connecting member 24, forming this member A. Then, an interval between adjacent corner top end support members B and B is connected by the straight top end support member A. With this constitution, a foundation formwork with a corner part can be easily assembled, and since a mesh plate upper end is supportable upright, longitudinal accuracy of the foundation is thus improvable.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明はメツシュ板を用いて組み立てられるメツシュ型
枠に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a mesh formwork assembled using mesh plates.

[従来の技術] 従来のメツシュ型枠にあっては、一対のメツシュ板を相
対向するように配置し、メツシュ板の相対向する内面側
に立設された支柱部材にメツシュ板を固定し、メツシュ
板の上端に沿って配置した天端定規材を支柱部材の上端
に取着し、一対の天端定規材を間隔保持材にて連結して
組み立てていた。
[Prior Art] In a conventional mesh formwork, a pair of mesh plates are arranged so as to face each other, and the mesh plates are fixed to support members erected on the opposing inner surfaces of the mesh plates. The top ruler placed along the upper edge of the mesh board was attached to the upper end of the support member, and the pair of top rulers were connected with a spacing member for assembly.

[発明が解決しようとする課題1 ところがかかる従来例のメツシュ型枠では直線状の基礎
を作る型枠は比較的簡単に組み立てることがでとるが、
コーナ一部で曲がりだ基礎を連続的に作る場合の型枠を
簡単に組み立てることができないという問題があった。
[Problem to be Solved by the Invention 1] However, in the conventional mesh formwork, the formwork for forming a linear foundation can be assembled relatively easily;
There was a problem in that it was not easy to assemble the formwork when building a continuous foundation that curved at some corners.

本発明は叙述の、6に鑑みてなされたものであって、本
発明の目的とするところはコーナ一部で曲がった型枠を
簡単に組み立てることができ、しかも成形される基礎の
長さ方向の直線や精度を正確に出すことができるメツシ
ュ型枠を提供するにある。
The present invention has been made in view of the above-mentioned point 6, and an object of the present invention is to easily assemble a formwork that is bent at a part of the corner, and furthermore, to To provide mesh formwork that can accurately produce straight lines and precision.

[7!1題を解決するための手段] 上記目的を達成するため本発明メツシュ型枠は、一対の
平行な直線定規材23を間隔保持材18で連結して直線
天端支持材Aを形成し、平行な外測定規材16と内側定
規材17とを間隔保持材18で連結してL字状、T字状
等の形状のコーナー天端支持材Bを形成し、iieを形
成するコーナ一部にコーナー天端支持′材Bを配置して
支柱2の上端にコーナー天端支持材Bを装着し、隣合う
コーナー天端支持材8間に直線天端支持材Aを架設する
と共にコーナー天端支持材Bの端部から連出したツタイ
ナ−21に直線天端支持材Aの端部を重ねて連結し、所
定の間隔を隔てて平行に配設したメツシュ板1の上端を
直線定規材23や外測定規材16や内側定規材17に支
持して成ることを特徴とするものである。
[Means for Solving Problem 7!1] In order to achieve the above object, the mesh formwork of the present invention connects a pair of parallel linear ruler members 23 with a spacing member 18 to form a linear top support member A. Then, a corner top support member B having an L-shape, a T-shape, etc. is formed by connecting the parallel outer measurement measuring member 16 and the inner ruler member 17 with a spacing member 18, and forming a corner that forms an iie. Corner top support material B is placed in a part of the corner top support material B, and corner top support material B is attached to the upper end of pillar 2, and straight corner support material A is erected between adjacent corner top support materials 8. The ends of the linear top supports A are overlapped and connected to the tieers 21 extending from the ends of the top supports B, and the upper ends of the mesh plates 1, which are arranged parallel to each other at a predetermined interval, are connected using a straight line ruler. It is characterized in that it is supported by the material 23, the outer measurement material 16, and the inner ruler material 17.

[作用1 支柱2にコーナー天端支持材Bを支持して取り付け、隣
合うコーナー天端支持材8間に直線天端支持材Aを架設
してコーナー天端支持材Bに直線天端支持材Aを支持し
て骨組みを組み立て、メツシュ板1の上端を直線定規材
23や外測定規材16や内側定規材17に吊り下げて支
持できると共にメツシュ板1の上端を真っ直ぐ支持でき
、またコーナ一部があっても簡単に組み立てることがで
きる。
[Action 1: Support and attach the corner top support B to the pillar 2, erect the straight top support A between the adjacent corner top supports 8, and attach the straight top support to the corner top support B. By supporting A and assembling the frame, the upper end of the mesh plate 1 can be suspended and supported from the straight ruler material 23, the outer measuring ruler material 16, and the inner ruler material 17, and the upper end of the mesh plate 1 can be supported straight, and the upper end of the mesh plate 1 can be supported straightly. Even if there are parts, it is easy to assemble.

[実施例J ベース筋6は直線ベース筋6aとコーナーベース筋6b
とで構成されており、第5図(a)に示すように基礎を
施工する地面に並べて配置しである。
[Example J Base muscles 6 are straight base muscles 6a and corner base muscles 6b
They are arranged side by side on the ground where the foundation will be constructed, as shown in Figure 5(a).

コーナ一部に配置されるコーナーベース筋6bには4つ
の土台金具7を一体に設けてあり、土台金具7を地面に
載置してコーナーベース筋6bを地面に対して浮かせて
あり、直線ベース筋6aの端部をコーナーベース筋6b
に連結することにより直線ベース筋6aも地面に対して
浮かせである。
The corner base reinforcement 6b arranged at a part of the corner is integrally provided with four base metal fittings 7, and the base metal fittings 7 are placed on the ground and the corner base reinforcement 6b is raised above the ground, and the straight base The end of the strip 6a is connected to the corner base strip 6b.
By connecting to the straight line base reinforcement 6a, the straight base reinforcement 6a is also suspended from the ground.

各土台金具7にはボルト8を立設してあり、ボルト8に
ナツト9を螺合しである。ベース筋6の直線ベース筋6
aとコーナーベース筋6b上には第5図(b)に示すよ
うに主鉄筋10が一体に立設される1次いで第5図(c
)に示すように逆円錐台筒状の連結共11が土台金14
c7上に載設され、連結共11上には支柱2が立設され
る。連結共11を土台金具7に取り付けるときは連結共
11の下端開口からボルト8を挿入し、ナツト9に連結
共11の下端を載置しである。このときナツト9の高さ
を調整することにより連結共11の高さをl!!整でき
るようになってい′る。連結共11の上端の7ランノ1
2と支柱2の下端の7ランシ13とは重ねられ、ボルト
、ナツト34にて連結しである。支柱2の外面には上下
一対のビン14at14bを一組として複数組のビン1
4a、14bを外方に突設してあり、支柱2の上端には
固定片15を二方向に突設しである。天端支持材は直線
天端支持材Aとコーナー天端支持材Bとで構成されてい
る。コーナー天端支持材Bは第3図に示すようにアング
ルの外測定規材16と内側定規材17とを間隔保持材1
8にて連結し、外測定規材16及び内側定規材17の端
部からツタイナー21を突設して形成されている。この
コーナー天端支持材BにはL字状コーナー天端支持材B
、や1字状コーナー天端支持材B2や十字状コーナー天
端支持材等がある。外測定規材16の端部と内側定規材
17の端部とには門型の止めビン19を架設してあり、
止めビン19の両端のピン部19aをツタイナー21に
挿通してツタイナー21を連結しである。間隔保持材1
8にはアンカー孔20を設けてあり、ツタイナー21に
は連結孔21aを穿孔しである。
A bolt 8 is provided upright on each base metal fitting 7, and a nut 9 is screwed onto the bolt 8. Linear base muscle 6 of base muscle 6
As shown in FIG. 5(b), the main reinforcing bars 10 are integrally erected on the corner base reinforcements 6b and 6b.
), the inverted truncated conical cylindrical connection 11 is the base metal 14.
c7, and the support column 2 is erected on the joint 11. When attaching the connector 11 to the base metal fitting 7, the bolt 8 is inserted through the lower end opening of the connector 11, and the lower end of the connector 11 is placed on the nut 9. At this time, by adjusting the height of the nut 9, the height of the joint 11 can be adjusted to l! ! It is now possible to adjust. 7 runno 1 at the top of the connection 11
2 and the 7-runshi 13 at the lower end of the support column 2 are overlapped and connected by bolts and nuts 34. On the outer surface of the support 2, there are a plurality of sets of bins 1, each consisting of a pair of upper and lower bins 14at14b.
4a and 14b are provided to protrude outward, and a fixing piece 15 is provided to protrude from the upper end of the support column 2 in two directions. The top support material is composed of a straight top support material A and a corner top support material B. As shown in FIG.
8, and the outer measurement ruler 16 and the inner ruler 17 are connected with a ruler 21 protruding from their ends. This corner top support material B has an L-shaped corner top support material B.
, a single-shaped corner top support material B2, a cross-shaped corner top support material, and the like. Gate-shaped stopper bins 19 are installed at the ends of the outer measurement ruler 16 and the inner ruler 17,
The pin portions 19a at both ends of the locking pin 19 are inserted into the tie-iner 21 to connect the tie-iner 21. Spacing material 1
8 is provided with an anchor hole 20, and the tie holder 21 is provided with a connecting hole 21a.

また直線天端支持材Aは第4図(a)に示すようにアン
グルよりなる直線定規材23を一対平行に配設し、直線
定規材23を間隔保持材18や連結材24にて連結して
形成されている。直線定規材23の端部には透孔25を
穿孔しである。また直線定規材23の適所には取り付は
孔35を穿孔してあり、第4図(b)に示すようなアン
カー保持材36の裏面の位置決めビン37を取り付は孔
35に嵌合することにより直線定規材23間にアンカー
保持材36を架設できるようになっている。このアンカ
ー保持材36にはアンカー(L20を設けてあって、適
宜の箇所にアンカー保持材36を架設してアンカー孔2
0にてアンカーボルトを保持できるようになっている。
In addition, as shown in FIG. 4(a), the linear top support member A has a pair of straight rulers 23 made of angles arranged in parallel, and the straight rulers 23 are connected by a spacing member 18 or a connecting member 24. It is formed by A through hole 25 is bored at the end of the straight ruler material 23. In addition, a mounting hole 35 is bored in the appropriate position of the linear ruler material 23, and a positioning pin 37 on the back side of the anchor holding material 36 as shown in FIG. 4(b) is fitted into the mounting hole 35. This allows anchor holding members 36 to be constructed between the straight ruler members 23. This anchor holding material 36 is provided with an anchor (L20), and the anchor holding material 36 is installed at an appropriate location to 2 the anchor hole 2.
The anchor bolt can be held at 0.

このコーナー天端支持材Bは第5図(d)に示すように
支柱2の上端上に配置され、止めビン19のビン部19
aを固定片15の透孔に挿通することにより取り付けで
ある。
This corner top support member B is arranged on the upper end of the support column 2 as shown in FIG.
It is attached by inserting the hole in the fixing piece 15.

バタ角支持材22は略し字状であって、縦片22aと横
片22bと引っ掛は部22cとを14Cnする。
The flap corner support member 22 has an abbreviated shape, and has a vertical piece 22a, a horizontal piece 22b, and a hook portion 22c of 14Cn.

そして第5図(e)に示すようにバタ角支持材22の引
っ掛は部22cは上のビン14aに引っ掛は係止され、
縦片22aの下部を下のビン14bに当接して回転しな
いように取り付けられている。バタ角3はコーナ一部間
に亘るように架設され、第5図(f)に示すようにバタ
角支持材22の横片22bに載置して取り付けられる。
Then, as shown in FIG. 5(e), the hook portion 22c of the flap corner support member 22 is hooked to the upper bin 14a,
The lower part of the vertical piece 22a is attached to the lower bottle 14b so as not to rotate. The flap corner 3 is constructed so as to span part of the corner, and is mounted and attached to the horizontal piece 22b of the flap corner support member 22, as shown in FIG. 5(f).

この直線天端支持材Aは第5図(gHh)に示すように
隣合うコーナー天端支持18間に架設し、適宜の透孔2
5と適宜の連結孔21aとを合致させてしの26を挿通
して位置決めし、適宜の連結孔21aと適宜の透孔25
とにクリップ27を通して止め、クリップ27にてジa
イナー21と直線天端支持材Aとを連結した後、しの2
6を外す、このときクリップ27に変えてボルト、ナツ
トにて連結してもよい0次いで第5図(11)に示すよ
うに下方に位置するバタ角3にはメツシュ板支持材28
を適当な間隔で取り付けである。このメツシュ板支持材
28は上端の引っ掛けff1s28 aをバタ角3に引
っ掛けてあり、メツシュ板支持材28の下端には受は部
28bを設けである。メツシュ板1には縦方向を向くリ
プ29を適当な間隔で多数本設けである。かかるリブ2
9は多数のメツシュ素材をはぜ結合で結合するときの継
ぎ目で形成されている。メツシュ板1の上下端には必要
に応じて補強材31を設けである。このメツシュ板1は
第5図(i)に示すように上方から挿入され、バタ角3
の内面に沿わせられ、メツシュ板1の下端が受は部28
bに載置されてメツシュ板1の下端が吊り支持されてい
る。直線天端支持材Aの直線定規材23やコーナー天端
支持材Bの外測定規材16や内側定規材17の内面には
クランプ共32を設けてあって、これらの定規材23,
16,17とクランプ共32との開にメツシュ板1の上
端を挟んでねじ兵32aの操作で締め付けてメツシュ板
1の上端を吊り支持している。
This linear top support member A is installed between adjacent corner top supports 18 as shown in FIG.
5 and an appropriate connection hole 21a, insert the hole 26 and position it, and then connect the appropriate connection hole 21a and the appropriate through hole 25.
Pass the clip 27 through the
After connecting the inner 21 and the linear top support member A,
At this time, the mesh plate support member 28 may be attached to the lower flap corner 3 as shown in FIG. 5 (11).
Attach them at appropriate intervals. This mesh plate support member 28 has a hook ff1s28a at the upper end hooked onto the flap corner 3, and a receiver portion 28b is provided at the lower end of the mesh plate support member 28. The mesh plate 1 is provided with a large number of lips 29 facing in the vertical direction at appropriate intervals. Rib 2
9 is formed by a seam when a large number of mesh materials are joined by seam joints. Reinforcing materials 31 are provided at the upper and lower ends of the mesh plate 1 as required. This mesh plate 1 is inserted from above as shown in FIG. 5(i), and the flap angle 3
The lower end of the mesh plate 1 is placed along the inner surface of the mesh plate 1 at the receiving part 28.
b, and the lower end of the mesh plate 1 is suspended and supported. A clamp 32 is provided on the inner surface of the straight ruler material 23 of the straight top support material A, the outer measurement ruler material 16 and the inner ruler material 17 of the corner top support material B, and these ruler materials 23,
The upper end of the mesh plate 1 is held between the openings of the clamps 16, 17 and the clamp 32, and is tightened by the operation of a screw driver 32a, thereby suspending and supporting the upper end of the mesh plate 1.

このようにメツシュ板1を取り付けた後、第1図に示す
ようにベース筋6を囲むようにフーチング用型枠33が
組み立てられる。アンカー孔20にはアンカーボルトを
挿通して支持される。
After the mesh plate 1 is attached in this way, the footing form 33 is assembled so as to surround the base reinforcement 6 as shown in FIG. An anchor bolt is inserted into the anchor hole 20 and supported.

上記のようにメツシュ型枠が組み立てられ、フーチング
用型枠33内及びメッシュ板1間にコンクリートが打設
されて基礎が形成される。コンクリートはフーチングで
はフーチング用型枠33の上iまで打設され、メッシュ
板1間ではメツシュ@1の上端まで打設される。コンク
リートが′硬化すると、コンクリート内にベース筋6、
主鉄筋10、土台金具7及び連結具11が埋設されると
共に表面にメツシュ板1が一体化される。コンクリート
が硬化すると上記と逆に直線天端支持材A、コーナー天
端支持材B、バタ角3、支柱2等が分解される。つまり
、メツシュ板支持材28がメツシュ板1の下端及びバタ
角3から外されると共にメツシュ板1の上端が直線定規
材23、外測定規材16や内側定規材17から外され、
クリップ27を外して直線天端支持材Aが外され、次い
でバタ角3が外されると共にバタ角支持材22が外され
、コーナー天端支持材Bが外され、次いで支柱2が外さ
れる。支柱2を外すときボルト、ナツト34を外して連
結具11と支柱2との開が外される。コンクリートが硬
化した後、外した各部材は繰り返して再度使用される。
The mesh formwork is assembled as described above, and concrete is placed inside the footing formwork 33 and between the mesh plates 1 to form a foundation. Concrete is poured up to the top i of the footing formwork 33 at the footing, and concrete is poured up to the upper end of the mesh @1 between the mesh plates 1. When concrete hardens, base reinforcement 6,
The main reinforcing bars 10, the base metal fittings 7, and the connectors 11 are buried, and the mesh plate 1 is integrated on the surface. When the concrete hardens, the linear top support material A, the corner top support material B, the flap angle 3, the pillar 2, etc. are disassembled, contrary to the above. That is, the mesh plate support 28 is removed from the lower end of the mesh plate 1 and the flap angle 3, and the upper end of the mesh plate 1 is removed from the linear ruler 23, the outer measuring ruler 16, and the inner ruler 17.
The clip 27 is removed to remove the linear top support A, then the flap angle 3 is removed, the flap angle support 22 is removed, the corner crown support B is removed, and then the column 2 is removed. . When removing the support column 2, the bolt and nut 34 are removed to disconnect the connector 11 and the support support 2. After the concrete has hardened, each removed member is reused repeatedly.

[発明の効果] 本発明は叙述の如く基礎を形成するコーナ一部にコーナ
ー天端支持材を配置して支柱の上端にコーナー天端支持
材を装着し、隣合うコーナー天端支持材間に直線天端支
持材を架設すると共にコーナー天端支持材の端部から連
出したノ5イナーに直線天端支持材の端部を重ねて連結
し、所定の間隔を隔てて平行に配設したメツシュ板の上
端を直線定規材や外測定規材や内側定規材に支持してい
るので、コーナ一部を有する基礎を形成する型枠でも簡
単に組み立てることができるものであり、しかもメツシ
ュ板の上端を直線定規材や外測定規材や内測定規材で真
っ直ぐ支持できて形成される基礎の長さ方向の精度が出
るものである。
[Effects of the Invention] As described above, the present invention arranges a corner top support material at a part of the corner forming the foundation, attaches the corner top support material to the upper end of the column, and connects the corner top support material between adjacent corner top support materials. A straight top support was erected, and the end of the straight top support was overlapped and connected to the 5-inner extending from the end of the corner top support, and they were arranged in parallel at a predetermined interval. Since the upper end of the mesh plate is supported by straight rulers, outer measurement rulers, and inner rulers, it can be easily assembled even with formwork that forms the foundation that has some corners. The upper end can be supported straight with straight ruler materials, external measurement materials, and internal measurement materials, which increases the accuracy in the length direction of the formed foundation.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の一実施例の斜視図、第2図は同上の断
面図、第3図(a)(b)は同上のコーナー天端支持材
の平面図及び側面図、第4図(a)は同上のFMIi天
端支持材の平面図、第4図(b)はアンカー保持材の斜
視図、・第5図(a)乃至(i)は同上の組み立てる手
順を示す斜視図であって、Aは直線天端支持材、Bはコ
ーナー天端支持材、1はメツシュ板、2は支柱、16は
外測定規材、17は内測定規材、18は間隔保持材、2
3は直線定規材である。 代理人 弁理士 石 1)艮 七 第3図 (b)
Fig. 1 is a perspective view of an embodiment of the present invention, Fig. 2 is a cross-sectional view of the same, Fig. 3 (a) and (b) are a plan view and side view of the corner top support member of the above, Fig. 4 (a) is a plan view of the FMIi top support material as above, FIG. 4(b) is a perspective view of the anchor holding material, and FIG. 5(a) to (i) are perspective views showing the assembly procedure of the same as above. There, A is a linear top support material, B is a corner top support material, 1 is a mesh plate, 2 is a support column, 16 is an external measurement material, 17 is an internal measurement material, 18 is a spacing maintenance material, 2
3 is a straight ruler material. Agent Patent Attorney Ishi 1) Ai Figure 7 3 (b)

Claims (1)

【特許請求の範囲】[Claims] [1]一対の平行な直線定規材を間隔保持材で連結して
直線天端支持材を形成し、平行な外測定規材と内測定規
材とを間隔保持材で連結してL字状、T字状等の形状の
コーナー天端支持材を形成し、基礎を形成するコーナー
部にコーナー天端支持材を配置して支柱の上端にコーナ
ー天端支持材を装着し、隣合うコーナー天端支持材間に
直線天端支持材を架設すると共にコーナー天端支持材の
端部から連出したジョイナーに直線天端支持材の端部を
重ねて連結し、所定の間隔を隔てて平行に配設したメッ
シュ板の上端を直線定規材や外測定規材や内測定規材に
支持して成ることを特徴とするメッシュ型枠。
[1] A pair of parallel straight rulers are connected with a spacing member to form a linear top support member, and a parallel outer measuring ruler and an inner measuring ruler are connected with a spacing member to form an L-shape. , form a corner top support in a T-shape, etc., place the corner top support in the corner that forms the foundation, attach the corner top support to the top of the column, and A straight top support is erected between the end supports, and the ends of the straight top support are overlapped and connected to a joiner extending from the end of the corner top support, and are spaced parallel to each other at a predetermined interval. A mesh formwork characterized in that the upper end of the arranged mesh plate is supported by a linear ruler, an external measuring standard, or an internal measuring standard.
JP63300098A 1988-11-28 1988-11-28 Mesh formwork Expired - Lifetime JPH0663352B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63300098A JPH0663352B2 (en) 1988-11-28 1988-11-28 Mesh formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63300098A JPH0663352B2 (en) 1988-11-28 1988-11-28 Mesh formwork

Publications (2)

Publication Number Publication Date
JPH02147764A true JPH02147764A (en) 1990-06-06
JPH0663352B2 JPH0663352B2 (en) 1994-08-22

Family

ID=17880687

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63300098A Expired - Lifetime JPH0663352B2 (en) 1988-11-28 1988-11-28 Mesh formwork

Country Status (1)

Country Link
JP (1) JPH0663352B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106639298A (en) * 2016-12-28 2017-05-10 新疆城建(集团)股份有限公司 Cast-in-situ concrete template

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5965156U (en) * 1982-10-26 1984-05-01 東線鋼建株式会社 Wire mesh fixture
JPS6073960A (en) * 1983-09-29 1985-04-26 東線鋼建株式会社 Construction of mold frame corner parts

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5965156U (en) * 1982-10-26 1984-05-01 東線鋼建株式会社 Wire mesh fixture
JPS6073960A (en) * 1983-09-29 1985-04-26 東線鋼建株式会社 Construction of mold frame corner parts

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106639298A (en) * 2016-12-28 2017-05-10 新疆城建(集团)股份有限公司 Cast-in-situ concrete template

Also Published As

Publication number Publication date
JPH0663352B2 (en) 1994-08-22

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