JPS60144465A - Concrete mold frame - Google Patents

Concrete mold frame

Info

Publication number
JPS60144465A
JPS60144465A JP24653883A JP24653883A JPS60144465A JP S60144465 A JPS60144465 A JP S60144465A JP 24653883 A JP24653883 A JP 24653883A JP 24653883 A JP24653883 A JP 24653883A JP S60144465 A JPS60144465 A JP S60144465A
Authority
JP
Japan
Prior art keywords
formwork
lattice
concrete
board
plates
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
JP24653883A
Other languages
Japanese (ja)
Other versions
JPH0260826B2 (en
Inventor
正夫 石井
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.)
Kanegafuchi Chemical Industry Co Ltd
Original Assignee
Kanegafuchi Chemical Industry 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 Kanegafuchi Chemical Industry Co Ltd filed Critical Kanegafuchi Chemical Industry Co Ltd
Priority to JP24653883A priority Critical patent/JPS60144465A/en
Publication of JPS60144465A publication Critical patent/JPS60144465A/en
Publication of JPH0260826B2 publication Critical patent/JPH0260826B2/ja
Granted legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (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、建築のコンクリート工事に使用する、発泡プ
ラスチック板断熱材やALC板等を同時打込みする、コ
ンクリート型枠に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a concrete formwork used in architectural concrete work, into which foamed plastic board insulation materials, ALC boards, etc. are simultaneously cast.

従来の発泡プラスチックス板断熱材の同時打込み、を例
にとれば、第1図に示す如く発泡プラスチ縦ばた3a・
横ばた3bを介して締付金物4にて組付けるのが普通で
あり、第1図に示す発泡プラスチック板断熱材1、ある
いはプラスチック板、紙製板、布製板、無機質のケイ酸
カルシウム板、ALC等の板(本発明においては、下地
板と称す)は曲げ強度が弱いので、外側の合板パネル2
だけで生コン打設時の側圧を受ける構造と力っていた。
Taking as an example the simultaneous implantation of conventional foamed plastic board insulation materials, as shown in Figure 1, the foamed plastic vertical strips 3a,
Usually, it is assembled with a fastener 4 via a horizontal flap 3b, and is made of a foamed plastic board insulation material 1 shown in Fig. 1, or a plastic board, a paper board, a cloth board, or an inorganic calcium silicate board. , ALC (referred to as base plate in the present invention) has low bending strength, so the outer plywood panel 2
The structure was designed to receive lateral pressure during pouring of ready-mixed concrete.

しかるに、上記合板パネル2は、所定寸法の合板の周辺
に木製のかまちと中央縦方向に中ざんをくぎ打ち固着し
たもので、第1図に示していないが、パネル2同志は互
に釘打等にょシ組付けられておシ、内側の下地材の継ぎ
目より漏出したコンクリートが合板パネル2内面に強固
に付着するので、脱型時の合板パネル2の損傷により合
板パネル2の寿命が短かく、付着したコンクリートの運
搬洗滌に人手を要していた。
However, the above-mentioned plywood panel 2 is made by nailing a wooden stile around the periphery of a plywood board of a predetermined size and a padding in the longitudinal direction of the center.Although not shown in FIG. When the plywood panel 2 is assembled repeatedly, the concrete leaking from the joints of the inner base material will firmly adhere to the inner surface of the plywood panel 2, resulting in damage to the plywood panel 2 during demolding, which will shorten the life of the plywood panel 2. However, it required manpower to transport and clean the concrete that had adhered to it.

本発明は、上述した事情に鑑みてなされたものであり、
下地材を同時打込みする場合に、その外側に、げた材を
格子状に組立てた1げた格子”の内側に溶接金網やラス
等の金網あるいは、金網と防水紙等を複合したものを鉄
線で緊締した1ばたパネル”を設けた型枠を、少なくと
も片側に使用することにより、転用可能回数が少なく、
使用後の洗滌が必要で、重くて運搬に手間のかかる合板
や金属板等のパネルを使用し力い、コンクリート型枠を
提供せんとするものである。
The present invention was made in view of the above-mentioned circumstances, and
When pouring base material at the same time, tighten wire mesh such as welded wire mesh or lath, or a combination of wire mesh and waterproof paper, etc. with iron wire on the outside of the base material. By using a formwork with a single-sided panel on at least one side, the number of times it can be repurposed is reduced.
It attempts to provide concrete formwork by using panels made of plywood, metal plates, etc., which require washing after use and are heavy and time-consuming to transport.

以下添付図に基づいて本発明の詳細な説明する。The present invention will be described in detail below based on the accompanying drawings.

図において従来例と対応する部品には同一符号を付して
その部分の説明を省略する。
In the drawings, parts corresponding to those in the conventional example are given the same reference numerals, and explanations of those parts will be omitted.

第2図は本発明の一実施例を示すコンクリート型枠の一
部破断斜視図、第3図は角鋼管のげた材を用いた締付金
物の説明図である。
FIG. 2 is a partially cutaway perspective view of a concrete formwork showing an embodiment of the present invention, and FIG. 3 is an explanatory diagram of a fastening fitting using exposed square steel pipe material.

第2図において、5aは打設したコンクリート、5bは
鉄筋、6はコンク!J−)5aと同時に打設する下地材
で、該下地材としてはプラスチック板、発泡プラスチッ
ク板、紙や布を固化した板、無機質のケイ酸カルシウム
板又はALC板等がある。
In Figure 2, 5a is poured concrete, 5b is reinforcing steel, and 6 is concrete! J-) A base material to be cast at the same time as 5a, such as a plastic board, a foamed plastic board, a board made of solidified paper or cloth, an inorganic calcium silicate board, or an ALC board.

7は溶接金網やラス等の金網であるが、本発明には第2
の発明として、該金網に防水紙等を複合させた構成が含
まれる。3はげた材ヤあシ、この図では角鋼管(角パイ
プ)を示し、□本実施例の場合は角パイプが適している
が、丸鋼管やC型、L型等の型鋼又は木材等を使用する
こともできる。9は角鋼管の縦ばた及び横ばたを相互に
締付けるためのクランプである。
7 is a wire mesh such as a welded wire mesh or lath, but the present invention includes a second wire mesh.
The invention includes a configuration in which waterproof paper or the like is combined with the wire mesh. 3 Bald wood palm This figure shows a square steel pipe (square pipe). □ In the case of this example, a square pipe is suitable, but round steel pipes, shaped steel such as C type, L type, wood, etc. You can also use 9 is a clamp for mutually tightening the vertical and horizontal flaps of the square steel pipe.

第2図は本発明の型枠を片側に実施した場合を示し、す
でにコンクIJ−) 5 aは打設ずみである。
FIG. 2 shows the case where the formwork of the present invention is implemented on one side, and the concrete IJ-) 5a has already been cast.

コンクリートsaに接する細分には同時打込みの発泡プ
ラスチック断熱材板やALC板等の下地材6が配設され
ている。該下地材6め外側には、角鋼管の縦イた3aと
横ばた3bをクランプ9を用いて格子状に組立てた1ば
た格子″の内側に金網7を鉄線10で上記 ばた格子 
の各所に緊締し71c′ばたパネル”が設けである。鯖
2の発明は上記金網70片側に図示しない防水紙等を貼
着して複合させたものである。
A base material 6 such as a foamed plastic insulation board or an ALC board, which is cast simultaneously, is provided in the subdivision in contact with the concrete sa. On the outside of the base material 6, wire mesh 7 is attached with iron wire 10 to the inside of a 1-bata lattice, which is made by assembling vertical and horizontal square steel pipes 3a and 3b into a lattice shape using clamps 9.
Tightening panels 71c' are provided at various locations.In the invention of Saba 2, a waterproof paper (not shown) or the like is pasted on one side of the wire mesh 70 to make it composite.

本発明では、上記格子状ばた材3をクランプ9で格子状
に組立てたものを1げた格子”、金網75− 又は金網7と防水紙等を複合させたものと上記1ばた格
子”の組合せを゛ばたパネル”と称するものとする。上
記縦ばた3a、横ばた3bを格子状に組立てるには、前
記クランプ9を用いる以外に、番線で緊締するとか、げ
た材が木材の場合には、釘打ちするとか、鋼管や型鋼の
場合は、相互に溶接する等の手段によることができる。
In the present invention, the above-mentioned lattice-shaped lattice material 3 is assembled into a lattice shape using clamps 9, and then the wire mesh 75- or a combination of the wire mesh 7 and waterproof paper, etc., and the above-mentioned 1-bata lattice. The combination is called a "bata panel".In order to assemble the above-mentioned vertical flaps 3a and horizontal flaps 3b in a lattice shape, in addition to using the clamps 9, it is possible to tighten them with wire, or to tighten the exposed pieces of wood. In the case of steel pipes or shaped steel, they may be welded together.

第2図に示す如き構成は、型枠の片側に実施し図示しな
い他の側は、下地材の同時打込みを行なわない、通常の
せき板(合板パネル)とげた材の組合せとするか、場合
によっては両側とも、第2図に示す如き構成としても良
い。上述の如く配設した型枠は、第3図に示す如き締付
金物11で両側より組付けて形成した型枠に、コンクリ
ート51打設を行なうものである。
The construction as shown in Figure 2 is implemented on one side of the formwork, and the other side (not shown) is a combination of ordinary weir boards (plywood panels) with splinters, without the simultaneous casting of base material, or, in some cases, Depending on the case, both sides may be configured as shown in FIG. The formwork arranged as described above is formed by assembling the fasteners 11 from both sides as shown in FIG. 3, and concrete 51 is poured into the formwork.

以上の如く構成された本発明のコンクリート型枠は、第
1の発明としては単独では曲げ強度の弱い、下地材の曲
げ変形を、その外側の金網で支持するようにし、金網が
上記下地材の曲げに耐えて、平板状を保持するように、
上記金網を、従来一般6− に使用される型枠における、げた材の間隔より密な格子
状に組立てたげた格子に鉄線で緊締したものである。第
2の発明は、上記金網の片側に防水紙等を貼着して複合
することによシ、下地材の目地より漏出するコンクリー
トを押え、強度を向上させたものである。
In the concrete formwork of the present invention constructed as described above, the bending deformation of the base material, which has low bending strength when used alone, is supported by the wire mesh on the outside of the base material, and the wire mesh supports the base material. To withstand bending and maintain its flat shape,
The above-mentioned wire mesh is tightened with iron wire to a raised lattice that is assembled into a lattice shape that is denser than the spacing between the ridges in a formwork conventionally used. The second invention improves the strength by suppressing concrete leaking from the joints of the base material by attaching waterproof paper or the like to one side of the wire mesh.

本発明のコンクリート型枠を種々実験した結果によると
、下地材として25m1l!厚の押出発泡ポリスチレン
断熱材、金網として溶接金網を使用し、げた材として口
60X60X2.3の軽量型鋼を、縦ばたとして150
1〜300關間隔、横ばたとして300m1K〜600
III+間隔に設けた場合、スランプ15〜16の生コ
ンを打込高さ3mまで打設して、異常を認めなかった。
According to the results of various experiments with the concrete formwork of the present invention, it can be used as a base material of 25 ml! Thick extruded polystyrene foam insulation material, welded wire mesh as the wire mesh, lightweight steel with a diameter of 60 x 60 x 2.3 as the rib material, and 150 mm as the vertical part.
1 to 300 square intervals, 300m1K to 600 horizontally
When the concrete was placed at the III+ interval, ready-mixed concrete with a slump of 15 to 16 was poured to a height of 3 m and no abnormality was observed.

又ジャンカ防止のための型枠の叩きやバイブレータ−の
使用も可能であった。 □ 以上詳細に説明した如く、本発明のコンクリ−ト型枠に
よれば、■脱型が簡単であり■従来のようなせき板の運
搬や使用済みせき板の洗滌手入れの手間が省け、■断熱
材やALC材等の下地材の表面仕上が必要な場合に、金
網がモルタルやGRC施工の下地となるので工程の簡略
化が可能であり、■従来のせき板やパネルは、転用可能
回数が少なく、寿命が短かいものであったが、本発明で
は経費のかかるせき板やパネルを使用しないのでコスト
の低減が可能であり、第1の発明の構成における金網に
、防水紙等を複合させた第2の発明は、第1の発明のコ
ンクリート型枠の強度が更に向上するものである。
It was also possible to pound the formwork or use a vibrator to prevent junkers. □ As explained in detail above, according to the concrete formwork of the present invention, ■ demolding is easy, ■ the conventional effort of transporting weir boards and cleaning and maintenance of used weir boards can be saved, and ■ When surface finishing of base materials such as insulation materials and ALC materials is required, the wire mesh serves as the base for mortar and GRC construction, simplifying the process. However, since the present invention does not use expensive weir boards or panels, it is possible to reduce the cost. The second invention further improves the strength of the concrete formwork of the first invention.

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

第1図は従来の発泡プラスチック板断熱材同時打込みの
型枠断面図、第2図は本発明の一実施例を示すコンクリ
ート型枠の一部破断斜視図、第3図は角鋼管(角パイプ
)のげた材を用いた給付金ネル、3・・・ばた材、3a
・・・縦ばた、3b・・・横ばた、4・・・締付金物、
5a・・・コンクリート、5b・・・鉄筋、6・・・下
地材、7・・・金網、9・・・クランプ、10・・・鉄
線、11・・・締付金物 特許出願人 鐘淵化学工業株式会社 代理人 弁理土佐 藤 英 昭 9− !=1]図
Fig. 1 is a cross-sectional view of a conventional formwork for simultaneous injection of foamed plastic board insulation, Fig. 2 is a partially cutaway perspective view of a concrete formwork showing an embodiment of the present invention, and Fig. 3 is a square steel pipe (square pipe). ) Benefit flannel made from exposed wood, 3... Butata wood, 3a
... Vertical side, 3b... Horizontal side, 4... Fastening hardware,
5a... Concrete, 5b... Rebar, 6... Base material, 7... Wire mesh, 9... Clamp, 10... Iron wire, 11... Fastening hardware patent applicant Kanebuchi Chemical Attorney for Kogyo Co., Ltd. Patent Attorney Hide Tosa Fuji 1919-! =1] Figure

Claims (4)

【特許請求の範囲】[Claims] (1)少なくとも片側の型枠として、コンクリートと接
する部分に、曲げ強度が弱く、通常はコンクリート型枠
のせき板として使用できない、プラスチック板、発泡プ
ラスチック板、紙製板、布製板、無機質のケイ酸カルシ
ウム板、ALC板等の下地材を配設し、その外側に、は
丸材を格子状に組立てたげた格子の内側に溶接金網やラ
ス等の金網を鉄線で緊締したばたパネルを設け、両側の
型枠を締付金物で組立てたことを特徴と、するコンクリ
ート型枠。
(1) For the formwork on at least one side, use plastic plates, foamed plastic plates, paper plates, cloth plates, or inorganic silica plates that have low bending strength and cannot normally be used as shedding plates for concrete formwork. A base material such as a calcium acid plate or an ALC plate is provided, and on the outside of the base material, a lattice panel made of welded wire mesh, lath, etc. is tightened with iron wire is installed inside the lattice made of round materials assembled in a lattice shape. Concrete formwork characterized by the formwork on both sides assembled with clamping hardware.
(2)げた格子が、丸鋼管、角−管尋の鋼管やC型、L
型等の型鋼又は木材等を弔いたげた材を、クランプ、番
線等の接合金物や釘、溶接等を用いて格子状に組立てた
ものであることを特徴とする特許請求の範囲第(11項
記載のコンクリート型枠。
(2) If the raised lattice is round steel pipe, square-width steel pipe, C type, L
Claim No. 11 (claim 11) characterized in that it is made by assembling shaped steel such as molds, wood, etc. into a lattice shape using joining hardware such as clamps, wires, nails, welding, etc. Concrete formwork as described.
(3)少なくとも、片側の型枠として、コンクリートと
接する部分に、曲は強度が弱く、通常はコンクリート型
枠のせき板として使用できない、プラスチック板、紙製
板、布製板、無機質のケイ酸カルシウム板、ALC板等
の下地材を配設し、その外側に、げた材を格子状に組立
てたげた格子の内側に溶接金網やラス等の金網に防水紙
等を複合させたものを鉄線で緊締したばたパネルを設け
、両側の型枠を締付金物で組立てたことを特徴とするコ
ンクリート型枠。
(3) At least as part of the formwork on one side, in the part that contacts the concrete, the bending strength is weak and normally cannot be used as a weir for concrete formwork, such as plastic board, paper board, cloth board, or inorganic calcium silicate. A base material such as a board or ALC board is arranged, and exposed materials are assembled in a lattice shape on the outside. Inside the lattice, a composite of welded wire mesh, wire mesh such as lath, and waterproof paper, etc. is tightened with iron wire. Concrete formwork characterized by having shibata panels and assembling the formwork on both sides with fasteners.
(4)げた格子が、丸鋼管、角鋼管等の鋼管やC型、L
型等の型銅又は木材等を用いたげた材をクランプ番線等
の接合金物や釘、溶接等を用いて格子状に組立てたもの
であることを特徴とする特許請求の範囲第(3)項記載
のコンクリート型枠。
(4) If the protruding lattice is used for steel pipes such as round steel pipes, square steel pipes, C-type, L-shaped
Claim (3), characterized in that the material is assembled into a lattice shape by using metal molds such as molds or wood, etc., and using joining hardware such as clamp wires, nails, welding, etc. Concrete formwork as described.
JP24653883A 1983-12-30 1983-12-30 Concrete mold frame Granted JPS60144465A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24653883A JPS60144465A (en) 1983-12-30 1983-12-30 Concrete mold frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24653883A JPS60144465A (en) 1983-12-30 1983-12-30 Concrete mold frame

Publications (2)

Publication Number Publication Date
JPS60144465A true JPS60144465A (en) 1985-07-30
JPH0260826B2 JPH0260826B2 (en) 1990-12-18

Family

ID=17149893

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24653883A Granted JPS60144465A (en) 1983-12-30 1983-12-30 Concrete mold frame

Country Status (1)

Country Link
JP (1) JPS60144465A (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5213327A (en) * 1975-07-23 1977-02-01 Seiko Koki Kk Camera shutter open-close device
JPS58131270A (en) * 1982-02-01 1983-08-05 出原 隆男 Mold frame method

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5213327A (en) * 1975-07-23 1977-02-01 Seiko Koki Kk Camera shutter open-close device
JPS58131270A (en) * 1982-02-01 1983-08-05 出原 隆男 Mold frame method

Also Published As

Publication number Publication date
JPH0260826B2 (en) 1990-12-18

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