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JPH0663352B2 - Mesh formwork - Google Patents
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JPH0663352B2 - Mesh formwork - Google Patents

Mesh formwork

Info

Publication number
JPH0663352B2
JPH0663352B2 JP63300098A JP30009888A JPH0663352B2 JP H0663352 B2 JPH0663352 B2 JP H0663352B2 JP 63300098 A JP63300098 A JP 63300098A JP 30009888 A JP30009888 A JP 30009888A JP H0663352 B2 JPH0663352 B2 JP H0663352B2
Authority
JP
Japan
Prior art keywords
top support
ruler
corner
straight
mesh
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 - Lifetime
Application number
JP63300098A
Other languages
Japanese (ja)
Other versions
JPH02147764A (en
Inventor
信之 黒柳
Original Assignee
ナショナル住宅産業株式会社
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 ナショナル住宅産業株式会社 filed Critical ナショナル住宅産業株式会社
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

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/02Forming boards or similar elements
    • E04G9/06Forming boards or similar elements the form surface being of metal
    • E04G9/065Forming 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)

Description

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

[従来の技術] 従来のメッシュ型枠にあっては、一対のメッシュ板を相
対向するように配置し、メッシュ板の相対向する内面側
に立設された支柱部材にメッシュ板を固定し、メッシュ
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 column members standing upright on the inner surface sides of the mesh plates facing each other. The top end ruler material arranged along the upper end of the mesh plate was attached to the top end of the column member, and a pair of top end ruler materials were connected by a spacing member to assemble.

[発明が解決しようとする課題] ところがかかる従来例のメッ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きるが、
コーナー部で曲がった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。
[Problems to be Solved by the Invention] In the mesh formwork of the conventional example, however, the formwork forming the linear foundation can be assembled relatively easily.
There was a problem that the formwork could not be easily assembled when continuously making curved foundations at the corners.

本発明は叙述の点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ー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ッシュ
型枠を提供するにある。
The present invention has been made in view of the above-mentioned points, and an object of the present invention is to easily assemble a form bent at a corner and to form a straight line in a longitudinal direction of a base to be formed. It is to provide a mesh formwork that can accurately produce the accuracy.

[課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ッシュ型枠は、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、平行な外側定規材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、土台金具7の上にボル
ト8を立設してボルト8にナット9を螺合し、土台金具
7上に立設した支柱2の下端の連結具11の下部にボルト
8を挿通して連結具11の下端をナット9に載置すると共
にナット9の上下にて支柱2の高さを調整自在にし、基
礎を形成するコーナー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B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ジ
ョイナー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ッシュ板1の上端
を直線定規材23や外側定規材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 the Problems] In order to achieve the above object, the mesh formwork of the present invention forms a straight top end support member A by connecting a pair of parallel straight line ruler members 23 with a spacing member 18 and Outer ruler material 16 and inner ruler material 17
Are connected by a spacing member 18 to form a corner top support B having an L-shape, T-shape, etc., a bolt 8 is erected on the base metal fitting 7, and a nut 9 is attached to the bolt 8. The bolt 8 is inserted into the lower end of the connecting tool 11 at the lower end of the supporting pillar 2 which is screwed and erected on the base metal fitting 7 to place the lower end of the connecting tool 11 on the nut 9 and the supporting pillar 2 above and below the nut 9. The height of the base is adjustable, the corner top support B is arranged at the corner forming the foundation, and the corner top support B is attached to the upper end of the support column 2 between the adjacent corner top supports B. The straight top support A is installed, and the end of the straight top support A is overlapped and connected to the joiner 21 that extends from the end of the corner top support B.
It is characterized in that the upper end of the mesh plate 1 arranged in parallel at a predetermined interval is supported by the linear ruler member 23, the outer ruler member 16 and the inner ruler member 17.

[作用] 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B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、メッシュ板1の上端を直線定規材
23や外側定規材16や内側定規材17に吊り下げて支持でき
ると共にメッシュ板1の上端を真っ直ぐ支持でき、また
コーナー部があっても簡単に組み立てることができる。
またボルト8に対してナット9を回してナット9の高さ
を変えることにより、支柱2の高さを簡単に変えること
ができ、支柱2の高さを変えてコーナー天端支持材Bや
直線天端支持材Aの高さを変えることができるものであ
って、異なる高さの基礎を形成するためのメッシュ型枠
を組み立てるときも、メッシュ板1を変えるだけで他の
部材は共用して組み立てることができる。
[Function] The corner top support member B is supported and attached to the support column 2, and the straight top support member A is installed between the adjacent corner top support members B, and the corner top support member B is provided with the straight top support member B. Assembling the skeleton by supporting A, the upper end of the mesh plate 1 is a straight ruler
The mesh plate 1 can be hung and supported by the 23, the outer ruler member 16 and the inner ruler member 17, and the upper end of the mesh plate 1 can be supported straight, and even if there is a corner portion, it can be easily assembled.
Further, by rotating the nut 9 with respect to the bolt 8 and changing the height of the nut 9, the height of the support column 2 can be easily changed. The height of the top support A can be changed, and when assembling mesh forms for forming foundations of different heights, other members can be shared by simply changing the mesh plate 1. Can be assembled.

[実施例] 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てある。コーナー部に配置され
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
けており、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てある。各土台金具7には
ボルト8を立設してあり、ボルト8にナット9を螺合し
てある。ベース筋6の直線ベース筋6a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。次いで第5図(c)に示すように逆円錐台
筒状の連結具11が土台金具7上に載設され、連結具11上
には支柱2が立設される。連結具11を土台金具7に取り
付けるときは連結具11の下端開口からボルト8を挿入
し、ナット9に連結具11の下端を載置してある。このと
きナット9の高さを調整することにより連結具11の高さ
を調整できるようになっている。連結具11の上端のフラ
ンジ12と支柱2の下端のフランジ13とは重ねられ、ボル
ト,ナット34にて連結してある。支柱2の外面には上下
一対のピン14a,14bを一組として複数組のピン14a,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
向に突設してある。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側定規材16
と内側定規材17とを間隔保持材18にて連結し、外側定規
材16及び内側定規材17の端部からジョイナー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T字状コーナー天端支持材
や十字状コーナー天端支持材等がある。外側定規材
16の端部と内側定規材17の端部とには門型の止めピン19
を架設してあり、止めピン19の両端のピン部19aをジョ
イナー21に挿通してジョイナー21を連結してある。間隔
保持材18にはアンカー孔20を設けてあり、ジョイナー21
には連結孔21aを穿孔してある。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を穿孔してある。また直線定規材23の
適所には取り付け孔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の裏面の位置決めピン37を
取り付け孔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にはアンカー孔20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20にて
アンカーボルトを保持できるようになっている。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、止めピン19のピン部19aを固定片1
5の透孔に挿通することにより取り付けてある。バタ角
支持材22は略L字状であって、縦片22aと横片22bと引っ
掛け部22cとを具備する。そして第5図(e)に示すよ
うにバタ角支持材22の引っ掛け部22cは上のピン14aに引
っ掛け係止され、縦片22aの下部を下のピン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
ーナー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。この直線天端支持材Aは第5図(g)(h)に示
すように隣合うコーナー天端支持材B間に架設し、適宜
の透孔25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にてジョイナー
21と直線天端支持材Aとを連結した後、しの26を外す。
このときクリップ27に変えてボルト,ナットにて連結し
てもよい。次いで第5図(h)に示すように下方に位置
するバタ角3にはメッシュ板支持材28を適当な間隔で取
り付けてある。このメッシュ板支持材28は上端の引っ掛
け部28aをバタ角3に引っ掛けてあり、メッシュ板支持
材28の下端には受け部28bを設けてある。メッシュ板1
には縦方向を向くリブ29を適当な間隔で多数本設けてあ
る。かかるリブ29は多数のメッ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。メッシュ板1の
上下端には必要に応じて補強材31を設けてある。このメ
ッシュ板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、メッシュ板1の下端
が受け部28bに載置されてメッシュ板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の外側定規材16や内側定規材17の内面
にはクランプ具32を設けてあって、これらの定規材23,1
6,17とクランプ具32との間にメッシュ板1の上端を挟ん
でねじ具32aの操作で締め付けてメッシュ板1の上端を
吊り支持している。このようにメッシュ板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。
[Example] The base reinforcement 6 is composed of a straight base reinforcement 6a and a corner reinforcement 6b, which are arranged side by side on the ground on which the foundation is constructed, as shown in FIG. 5 (a). Four base metal fittings 7 are integrally provided on the corner base reinforcements 6b arranged at the corners, and the base metal reinforcements 7 are placed on the ground to float the corner base reinforcements 6b against the ground. By connecting the end of 6a to the corner base reinforcement 6b, the straight base reinforcement 6a is also floated on the ground. A bolt 8 is erected on each base metal fitting 7, and a nut 9 is screwed onto the bolt 8. A main rebar 10 is integrally erected on the straight base reinforcement 6a and the corner base reinforcement 6b of the base reinforcement 6, as shown in FIG. 5 (b). Next, as shown in FIG. 5 (c), an inverted frustoconical tubular connector 11 is placed on the base metal 7, and the support 2 is erected on the connector 11. When attaching the connecting tool 11 to the base metal fitting 7, the bolt 8 is inserted from the lower end opening of the connecting tool 11 and the lower end of the connecting tool 11 is placed on the nut 9. At this time, the height of the connector 11 can be adjusted by adjusting the height of the nut 9. The flange 12 at the upper end of the connecting tool 11 and the flange 13 at the lower end of the support column 2 are overlapped with each other and connected by bolts and nuts 34. A plurality of sets of pins 14a, 14b are provided on the outer surface of the support column 2 as a set of a pair of upper and lower pins 14a, 14b, and fixing pieces 15 are provided on the upper end of the support column 2 in two directions. There is. The top support member is composed of a straight top support member A and a corner top support member B. As shown in FIG. 3, the corner top supporting member B is an outer ruler member 16 for the angle.
The inner ruler member 17 and the inner ruler member 17 are connected to each other by a gap maintaining member 18, and a joiner 21 is formed to project from the ends of the outer ruler member 16 and the inner ruler member 17. The corner top support B includes an L-shaped corner top support B 1 , a T-shaped corner top support B 2 , a cross-shaped corner top support, and the like. Outside ruler material
Gate-shaped stop pin 19 between the end of 16 and the end of inner ruler 17.
, And the pin portions 19a at both ends of the stop pin 19 are inserted into the joiner 21 to connect the joiner 21. An anchor hole 20 is provided in the spacing member 18, and the joiner 21
A connection hole 21a is bored in this. In addition, straight top support A
As shown in FIG. 4 (a), a pair of angled linear ruler members 23 are arranged in parallel, and the linear ruler members 23 are attached to the spacing member 18
It is formed by connecting with a connecting member 24. Straight ruler material 23
A through hole 25 is bored at the end of the. Further, a mounting hole 35 is bored at an appropriate position of the linear ruler member 23, and a positioning pin 37 on the back surface of the anchor holding member 36 as shown in FIG. An anchor holding material 36 can be installed between the materials 23. The anchor holding member 36 is provided with an anchor hole 20, and the anchor holding member 36 is installed at an appropriate position so that the anchor bolt can be held in the anchor hole 20. As shown in FIG. 5 (d), this corner top support B is used to support the pillar 2
It is placed on the upper end of the pin 19a of the stop pin 19
It is attached by inserting it through the through hole 5. The flap supporting member 22 is substantially L-shaped and includes a vertical piece 22a, a horizontal piece 22b, and a hook portion 22c. Then, as shown in FIG. 5 (e), the hooking portion 22c of the flap supporting member 22 is hooked and locked by the upper pin 14a, and the lower portion of the vertical piece 22a is brought into contact with the lower pin 14b so as not to rotate. Has been. The flap corner 3 is installed so as to extend between the corners, and is mounted on the horizontal piece 22b of the flap support 22 as shown in FIG. 5 (f). As shown in FIGS. 5 (g) and 5 (h), this straight top support member A is installed between the adjacent corner top support members B so that the appropriate through holes 25 and the appropriate connecting holes 21a are aligned with each other. Insert and position the shim 26, stop the clip 27 through the appropriate connecting hole 21a and the appropriate through hole 25, and use the clip 27 to join the joiner.
After connecting 21 and the straight top support A, remove the shino 26.
At this time, the clip 27 may be replaced by bolts and nuts. Next, as shown in FIG. 5 (h), mesh plate supporting members 28 are attached to the lower corners 3 of the flap at appropriate intervals. The mesh plate supporting member 28 has a hook portion 28a at the upper end hooked on the flap angle 3, and a receiving portion 28b is provided at the lower end of the mesh plate supporting member 28. Mesh plate 1
A large number of ribs 29 oriented in the vertical direction are provided at appropriate intervals. The rib 29 is formed by a seam when a large number of mesh materials are joined together by a seam connection. Reinforcing materials 31 are provided on the upper and lower ends of the mesh plate 1 as required. As shown in FIG. 5 (i), this mesh plate 1 is inserted from above, along the inner surface of the flap angle 3, the lower end of the mesh plate 1 is placed on the receiving portion 28b, and the lower end of the mesh plate 1 is placed. Suspended and supported. A clamp tool 32 is provided on the inner surface of the straight line ruler material 23 of the straight line top support material A and the outer ruler material 16 and the inner ruler material 17 of the corner top end support material B, and these ruler materials 23, 1
The upper end of the mesh plate 1 is sandwiched between 6, 17 and the clamp tool 32 and tightened by operating the screw tool 32a to suspend and support the upper end of the mesh plate 1. After mounting the mesh plate 1 in this manner, the footing mold 33 is assembled so as to surround the base muscle 6 as shown in FIG. Anchor bolts are inserted into and supported by the anchor holes 20.

上記のようにメッ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の上端まで打設され、メッシュ板1
間ではメッシュ板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
メッシュ板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、メッシ
ュ板支持材28がメッシュ板1の下端及びバタ角3から外
されると共にメッシュ板1の上端が直線定規材23、外側
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,ナット34を外して連結具11と支柱2との間が
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 in the footing formwork 33 and between the mesh plates 1 to form the foundation. In the footing, concrete is cast up to the upper end of the footing formwork 33, and the mesh plate 1
Between them, the mesh plate 1 is driven up to the upper end. When the concrete hardens, the base reinforcement 6 and the main reinforcement are
10, the base metal fitting 7 and the connecting tool 11 are embedded, and the mesh plate 1 is integrated on the surface. When the concrete hardens, contrary to the above, the straight top support member A, the corner top support member B, the flap angle 3, the pillar 2, etc. are disassembled. That is, the mesh plate supporting member 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 member 23, the outer ruler member 16 and the inner ruler member 17, and the clip 27 is removed. The straight top end support A is removed, then the flap angle 3 is removed, the flap support 22 is removed, the corner top support B is removed, and then the column 2 is removed. When removing the column 2, the bolts and nuts 34 are removed to disconnect the connection tool 11 and the column 2. After the concrete hardens, the removed members are repeatedly used again.

[発明の効果] 本発明は叙述の如く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側定規材や内側定規材に支持してい
るので、コーナー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、しかもメッシ
ュ板の上端を直線定規材や外側定規材や内側定規材で真
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
るものであり、また土台金具の上にボルトを立設してボ
ルトにナットを螺合し、土台金具上に立設した支柱の下
端の連結具の下部にボルトを挿通して連結具の下端をナ
ットに載置すると共にナットの上下にて支柱の高さを調
整自在にしているので、施工する基礎の高さが変わった
とき、ナットを調整して支柱の高さを調整するだけでコ
ーナー天端支持材や直線天端支持材の高さを調整するこ
とができ、高さの異なるメッシュ板を用意するだけで簡
単に異なる高さの基礎を形成するメッシュ型枠を組み立
てることができるものである。
[Effects of the Invention] As described above, according to the present invention, a corner top support member is arranged at a corner portion forming a foundation, the corner top support member is attached to the upper end of a support, and a straight line is provided between adjacent corner top support members. The top of the top support is installed and the end of the straight top support is overlapped and connected to the joiner that extends from the end of the corner top support, and the mesh plates are arranged in parallel at a predetermined interval. Since the upper end is supported by the straight ruler material, outer ruler material, and inner ruler material, it can be easily assembled even with a formwork that forms a cornered foundation, and the upper end of the mesh plate is straight ruler material. The length of the foundation formed by being able to support it straight with the outer and inner ruler materials and the inner ruler material gives the accuracy in the length direction.In addition, the bolt is erected on the base metal fitting and the nut is screwed to the bolt to form the base. The lower end of the pillar standing on the metal fittings Since the bottom of the connecting tool is inserted into the nut by inserting a bolt into the lower part of the connecting tool, and the height of the support pillar is adjustable above and below the nut, when the height of the foundation to be constructed changes, The height of the corner top support and the straight top support can be adjusted simply by adjusting the nuts to adjust the height of the stanchions, and different heights can be easily adjusted by preparing mesh plates with different heights. It is possible to assemble the mesh formwork that forms the basis of the sand.

【図面の簡単な説明】[Brief description of drawings]

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)は同上の直線天端支
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はメッシュ板、2は支柱、16は外側定
規材、17は内側定規材、18は間隔保持材、23は直線定規
材である。
1 is a perspective view of an embodiment of the present invention, FIG. 2 is a sectional view of the same as above, and FIGS. 3 (a) and 3 (b) are a plan view and a side view of a corner top support member of the same, and FIG. FIG. 4A is a plan view of the linear top support member of the above, FIG. 4B is a perspective view of the anchor holding member, and FIGS. 5A to 5I are perspective views showing the assembling procedure of the above. A is a straight top support material, B is a corner top support material, 1 is a mesh plate, 2 is a pillar, 16 is an outer ruler material, 17 is an inner ruler material, 18 is a spacing member, and 23 is a straight ruler material. Is.

Claims (1)

【特許請求の範囲】[Claims] 【請求項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、平行な外側定規材と内
側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、土台金具の上にボ
ルトを立設してボルトにナットを螺合し、土台金具上に
立設した支柱の下端の連結具の下部にボルトを挿通して
連結具の下端をナットに載置すると共にナットの上下に
て支柱の高さを調整自在にし、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側定規材や内側定規材に
支持して成ることを特徴とするメッシュ型枠。
Claim: What is claimed is: 1. A pair of parallel straight ruler members are connected by a spacing member to form a straight top support member, and parallel outer ruler members and inner ruler members are connected by a spacing member to form an L shape. , T-shaped corner top support material is formed, the bolt is erected on the base metal fitting, the nut is screwed to the bolt, and the connecting tool at the lower end of the support pillar erected on the base metal fitting is Insert the bolt in the lower part and place the lower end of the connecting tool on the nut, and make the height of the column adjustable above and below the nut, and place the corner top support material in the corner part that forms the foundation. Attach the corner top support material to the upper end, install the straight top support material between the adjacent corner top support materials, and connect the end of the straight top support material to the joiner extending from the end of the corner top support material. The upper and lower parts of the mesh plates, which are placed in parallel and are separated by a predetermined distance, are connected directly. Mesh frame, characterized by comprising supporting the ruler member and outer rulers material or inner ruler material.
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 JPH02147764A (en) 1990-06-06
JPH0663352B2 true 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)

Families Citing this family (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

Family Cites Families (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

Also Published As

Publication number Publication date
JPH02147764A (en) 1990-06-06

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