JPH0493437A - Material for driven form - Google Patents

Material for driven form

Info

Publication number
JPH0493437A
JPH0493437A JP21211590A JP21211590A JPH0493437A JP H0493437 A JPH0493437 A JP H0493437A JP 21211590 A JP21211590 A JP 21211590A JP 21211590 A JP21211590 A JP 21211590A JP H0493437 A JPH0493437 A JP H0493437A
Authority
JP
Japan
Prior art keywords
metal fitting
plate
female
female metal
fitting
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
Application number
JP21211590A
Other languages
Japanese (ja)
Inventor
Hidemaro Iwashita
岩下 秀麿
Masanori Mukasa
武笠 正則
Koichi Nagase
公一 長瀬
Kenji Sugimoto
賢司 杉本
Hideo Tanaka
秀男 田中
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.)
TOSUTEMU SERA KK
Taisei Corp
Original Assignee
TOSUTEMU SERA KK
Taisei Corp
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 TOSUTEMU SERA KK, Taisei Corp filed Critical TOSUTEMU SERA KK
Priority to JP21211590A priority Critical patent/JPH0493437A/en
Publication of JPH0493437A publication Critical patent/JPH0493437A/en
Pending legal-status Critical Current

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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】 (産業上の利用分野) 本発明は、建造物のコンクリート打込み型枠に係わるも
のである。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Field of Application) The present invention relates to concrete pouring formwork for buildings.

(従来の技術と発明か解決しようとする課題)従来、建
造物のコンクリート打設用型枠として、コンクリート硬
化後取外しを必要とする合板を使用したものと、取外し
を必要とせず、打設するコンクリートと一体化されるコ
ンクリート製の打込み型枠(永久型枠ともいう)とかあ
る。最近では、この打込み型枠として、高強度モルタル
による薄肉打込み型枠も使用されるようになって来てい
る。
(Prior art and invention or problem to be solved) Conventionally, plywood was used as a formwork for pouring concrete in buildings, which required removal after the concrete hardened, and plywood was used for pouring without requiring removal. There is also concrete cast formwork (also called permanent formwork) that is integrated with concrete. Recently, thin-walled driving forms made of high-strength mortar have also come into use.

しかしながら、従来の前記合板製型枠によれば、コンク
リート打設後、型枠の脱型作業か必要である上、脱型の
際に排出される残材等の処理か必要になる。
However, according to the conventional plywood formwork, it is necessary to demold the formwork after concrete is poured, and it is also necessary to dispose of the remaining materials discharged during demolding.

また、従来の前記打込み型枠の内、通常の曲げ強度のコ
ンクリートを用いたものにおいては、厚みか最低50m
m+必要てあり、重量か重く、クレーンも大型のものか
必要となり、構造上不利であり、躯体として認められな
いものか多く、また、型枠の断面積か広くなるため、床
面積の面でも不利となる。また、大型のクレーンを設置
てきない中小の現場での使用は困難である。
In addition, among the conventional pouring formworks mentioned above, those using concrete with normal bending strength have a thickness of at least 50 m.
m+, it is heavy, requires a large crane, is disadvantageous in terms of structure, and is often not recognized as a frame, and the cross-sectional area of the formwork becomes wider, so it is less expensive in terms of floor space. It will be disadvantageous. Furthermore, it is difficult to use it at small and medium-sized sites where large cranes cannot be installed.

最近用いられて来ている前記高強度モルタルの一体成形
による型枠は、上記の問題点を解決しうるものとして開
発されたものであるか、以下の問題点かある。第1に、
建物の仕様により梁や柱の寸法か異なる場合か多く、従
来のように、断面かコ字形をなす一体成形物を工場等に
おいて作成する時の型枠の数が必要以上に多くなる傾向
がある。
The molds made of high-strength mortar that have been used in recent years have been developed to solve the above-mentioned problems, or they have the following problems. Firstly,
The dimensions of beams and columns often differ depending on the specifications of the building, and when creating an integrally molded product with a U-shaped cross section in a factory, as in the past, there is a tendency for the number of formworks to be larger than necessary. .

そこで本発明者等は、第12図に示すように、打込み型
枠用セメント系二次部材からなる左右の型枠構成用第1
部材31と、該左右の第1部材31.31間に段状結合
部34.35で両側を突合わせた第2部材32とからな
り、第1部材31の段状結合部34に埋設したナツト3
6に、第2部材32に挿通したボルト37を螺合するこ
とにより、第1部材31と第2部材32とを結合する構
造のものを開発しているう しかしこの構造においては、第1部材31と第2部材3
2とをボルト37、ナツト36により直接に結合してい
るため、第1.第2部材31.32の長手方向に5〜l
O個所ある穴かすべて正確に合致する必要かあり、極度
の寸法精度を必要とする上、かつ、段状結合部34.3
5の噛み合いのための高い面精度を必要とし、面精度に
より角度か決定されるのて、製造上困難を伴なう、また
、段状結合部34.35の存在により、輻Wか大となる
Therefore, as shown in FIG.
It consists of a member 31 and a second member 32 whose both sides are abutted at a stepped joint 34.35 between the left and right first members 31.31, and a nut embedded in the stepped joint 34 of the first member 31. 3
6, a structure has been developed in which the first member 31 and the second member 32 are connected by screwing together a bolt 37 inserted into the second member 32. However, in this structure, the first member 31 and second member 3
2 are directly connected by the bolt 37 and nut 36, so the 1st. 5 to l in the longitudinal direction of the second member 31.32
O holes all need to match exactly, requiring extreme dimensional accuracy, and the stepped joint 34.3
5 requires high surface precision for engagement, and the angle is determined by the surface precision, which is difficult to manufacture.Also, due to the presence of the stepped joints 34 and 35, the convergence W is large. Become.

このような組立上の精度を必要とするため、ねし穴やボ
ルト挿通穴、あるいは段状結合部34.35か合わない
場合は、各種修正治具を必要とするため、現場でこの修
正を行なうことか困難であることから、現場搬入に先立
ち、各種修正治具を準備しやすい工場て予め組立てる必
要か生して来、分割輸送、保管という初期の目的か達成
しえなくなる場合も生して来る。
Because such assembly precision is required, if the tapped holes, bolt insertion holes, or stepped joints 34 or 35 do not fit, various correction jigs are required, so this correction must be done on site. Because it is difficult to carry out the process, it may be necessary to assemble various correction jigs in a factory where it is easy to prepare before transporting the product to the site, which may make it impossible to achieve the initial purpose of transporting and storing the product separately. I'm coming.

そこて、第13図の斜視図に示すように、第1部材31
および第2部材32にビン穴を有する丁番部材38を一
体に設け、丁番部材38の凹部にビン穴を有する結合部
材39を嵌め込み、これらの丁番部材38、結合部材3
9のビン穴に共通のピン40を挿着して第1.第2部材
31.32を結合する構造を開発したが、構造か複雑化
し、高価になるという問題点かあった。
Therefore, as shown in the perspective view of FIG.
A hinge member 38 having a bottle hole is integrally provided to the second member 32, and a connecting member 39 having a bottle hole is fitted into a recessed portion of the hinge member 38.
Insert the common pin 40 into the 1st bottle hole. Although a structure for connecting the second members 31 and 32 was developed, there were problems in that the structure was complicated and expensive.

また、第14図に示すように、第1.第2部材31.3
2の突き合わせ部に内部か拡大された溝41.42を設
けてこれらの溝41.42に両端が拡大された断面形状
の結合ロット43を挿着して結合することか考えられる
か2例えば4mの長さにも及ぶ長い第1.第2部材31
.32に同し長さの結合ロット43を押し込まなければ
ならないため、組立て作業か困難であるという問題点か
ある。
Moreover, as shown in FIG. Second member 31.3
Is it possible to provide grooves 41 and 42 that are enlarged internally in the butting portions of the two, and insert connecting rods 43 whose cross-sections are enlarged at both ends into these grooves 41 and 42 to connect the two, for example, 4 m? The long first one, which spans the length of . Second member 31
.. Since the connecting rod 43 of the same length must be inserted into the connecting rod 32, there is a problem in that the assembly work is difficult.

本発明は、上述の問題点に鑑み、M411、保存、組立
上有利であり、かつ安価に製造てきる打込み型枠用部材
を提供することを目的とする。
SUMMARY OF THE INVENTION In view of the above-mentioned problems, an object of the present invention is to provide a member for M411, which is advantageous in terms of storage and assembly, and which can be manufactured at low cost.

(課題を解決するための手段) 本発明は、上記目的を達成するため、窯業系材料にて、
厚さ20■鵬±10mmの板状に成形され、かつ該板状
材の辺部に、ねし穴を有する雌金具を、該板状材の長手
方向に沿って複数個埋設し、結合金具に設けた長穴に雄
ねし部を有する雄金具を挿通して前記雌金具に螺合する
ことにより、前記板状材どうしを結合する構造としたこ
とを特徴とする。
(Means for Solving the Problems) In order to achieve the above object, the present invention uses ceramic materials to
A plurality of female metal fittings formed into a plate shape with a thickness of 20 cm ± 10 mm and having tapped holes are embedded along the longitudinal direction of the plate material in the sides of the plate material to form a joining metal fitting. The structure is characterized in that the plate-like members are connected to each other by inserting a male metal fitting having a male threaded portion into an elongated hole provided in the plate and screwing it into the female metal fitting.

本発明において、前記板状材は、輸送、取付けおよびコ
ンクリート打設時の外力に耐えるために、その曲げ強度
が100 kg/cm”以上であることか好ましく、か
かる部材は、通常の押し出し成形法で製造されたもの、
ないしは、セメント、微細シリカおよび減水剤を配合し
た組成物に、熱硬化性メラミン樹脂を水と同時に混入し
、ミキサーにより高粘性か生じるまで十分に攪拌し、押
し出しまたは流し込みにより成形し、その成形の際に、
前記雌金具を埋設し、養生処理により得られる高強度セ
メント系二次部材よりなることが好ましい。
In the present invention, the plate material preferably has a bending strength of 100 kg/cm or more in order to withstand external forces during transportation, installation, and concrete pouring, and such a member can be formed by conventional extrusion molding. those manufactured in
Alternatively, a thermosetting melamine resin is mixed with water into a composition containing cement, fine silica, and a water reducing agent, thoroughly stirred with a mixer until it becomes highly viscous, and then molded by extrusion or pouring. Occasionally,
It is preferable that the female metal fitting is embedded and made of a high-strength cement-based secondary member obtained by curing treatment.

また、本発明において、前記雌金具は抜は止め用鍔を有
するものであることか好ましく、さらに内外方向から雄
金具を螺合しつる構造とするこか好ましい。
Further, in the present invention, it is preferable that the female metal fitting has a flange for preventing removal, and it is further preferable that the male metal fitting has a structure in which the male metal fitting is screwed together from the inside and outside.

(作用) 本発明は、上述の構造を有し、結合金具の長穴にボルト
等の雄金具を挿通し、板状材に埋設されている雌金具に
螺合することは容易である。従って、保管、運送は板状
のままで行なえる。結合金具かLアンクルである場合に
は、板状材はコ字状に組まれ、梁構成用型枠として用い
ることができ、また、このコ字状に組まれたもので柱構
成用鉄筋を抱持することにより、柱構成用型枠として用
いることかできる。
(Function) The present invention has the above-described structure, and it is easy to insert a male metal fitting such as a bolt into the elongated hole of the coupling metal fitting and screw it into a female metal fitting embedded in the plate-like material. Therefore, it can be stored and transported in the form of a plate. In the case of coupling fittings or L ankles, the plate materials are assembled in a U-shape and can be used as formwork for constructing beams, and can also be used as formwork for constructing columns with this U-shaped assembly. By holding it in place, it can be used as a formwork for constructing columns.

また、前記セメント系二次部材として、その曲げ強度か
100 kg/cm”以上のものを用いることにより、
板状材の厚さを前記寸法に容易に設定てき、また、セメ
ント、微細シリカおよび減水剤を配合した組成物に、熱
硬化性メラミン樹脂を水と同時に混入し、ミキサーによ
り高粘性か生じるまで十分に攪拌し、押し出しまたは流
し込みにより成形し、熱処理により得られる高強度セメ
ント系二次部材を用いることにより、前記曲げ強度か容
易に得られる。
Furthermore, by using a cement-based secondary member with a bending strength of 100 kg/cm or more,
The thickness of the plate material can be easily set to the above dimensions, and a thermosetting melamine resin is mixed with water into a composition containing cement, fine silica, and a water reducing agent, and the mixture is mixed with a mixer until a high viscosity is obtained. By using a high-strength cement-based secondary member obtained by sufficiently stirring, extruding or pouring, and heat-treating, the above-mentioned bending strength can be easily obtained.

また、本発明において、雌金具に鍔を設けることにより
、雌金具か板状材内に強固に固定される。
Furthermore, in the present invention, by providing the female metal fitting with a flange, the female metal fitting is firmly fixed within the plate-like material.

また、雌金具のねし穴に板状材の内外両側よりボルトを
螺合しうる構造にすることにより、雌金具か板状材どう
しを結合して型枠を構成する場合のみならず、雌金具か
、2個のコ字形に組まれたものを抱き合わせて外付は金
具て結合する場合のボルト穴として用いられる。また、
平板状の結合金具で板状材を同一平面をなすように並列
させて結合し、壁構成部材として用いることか可能とな
る。
In addition, by creating a structure that allows bolts to be screwed into the tapped holes of the female metal fittings from both the inside and outside of the plate material, it is possible to use the The external part is used as a bolt hole when joining metal fittings or two U-shaped pieces together. Also,
It becomes possible to connect plate-shaped materials in parallel so as to form the same plane using flat coupling fittings and use them as wall-constituting members.

(実施例) 第1図は本発明の一実施例を柱を施工する場合について
示す平面図、第2図はその板状材の結合部を示す水平断
面図、第3図は板状材の雌金具の配置を示す図、第4図
は結合部の分解斜視図、第5図は雌金具の斜視図である
。l、2は窯業材料てなり、コ状の組合わせて型枠を形
成する板状材である。
(Example) Fig. 1 is a plan view showing an embodiment of the present invention in the case of constructing a column, Fig. 2 is a horizontal sectional view showing the joining part of the plate-like material, and Fig. 3 is a plan view of the case where the plate-like material is constructed. FIG. 4 is an exploded perspective view of the joint, and FIG. 5 is a perspective view of the female metal fitting. 1 and 2 are plate-shaped materials made of ceramic material and combined into a U-shaped formwork.

これらの板状材l、2は、特開昭62−182144号
において開示したように、ポルトランドセメント等の水
硬化性無気質粉末、または該水硬化性無気質粉末に骨材
その他の配合材を添加し混練するに当り、熱架橋型メラ
ミン樹脂を水と共に添加混入し、高粘性か生じるまて十
分混練し、成形してから加熱処理したもので、ポルトラ
ンドセメントのようなアルカリ系内においても高分子化
されて高強度化か図られる。また、適宜に触媒を用いる
ことにより、常温に近い温度においても高分子化か得ら
れる。
As disclosed in JP-A-62-182144, these plate-shaped materials 1 and 2 are made of a hydraulic aerogenous powder such as Portland cement, or an aggregate or other compounding material added to the hydraulic aerogenous powder. When adding and kneading, thermally cross-linked melamine resin is added and mixed with water, thoroughly kneaded until it becomes highly viscous, molded, and then heat treated. It is made into molecules to increase its strength. Further, by using an appropriate catalyst, polymerization can be obtained even at temperatures close to room temperature.

前記メラミン樹脂としては、メチロールメラミン、メチ
ルエーテル化メラミン樹脂等があり、これらの樹脂の極
性基としては、メチロール基、メトキシ基、メチレンエ
ーテル基等がある。これらを反応させて高分子化するた
めには、加熱温度として一般的に130℃〜180℃か
好適であるか、このような高分子化反応をスムーズに行
なわせるためには、触媒として、例えばナフタレンスル
フォン酸、ドデシルベンゼンスルフォン酸、パラトルエ
ンスルフォン酸およりアミン塩、リン酸のブタノールエ
ステル2テトラクロールスタル酸のブタノールエステル
および無機塩などの何れか1種または2s以上を加えて
反応促進を図ることかてき、常温以上の加熱処理により
適切に高分子化できる。
Examples of the melamine resin include methylol melamine, methyl etherified melamine resin, etc., and polar groups of these resins include methylol group, methoxy group, methylene ether group, etc. In order to react and polymerize these, it is generally preferable to use a heating temperature of 130°C to 180°C, and in order to carry out such a polymerization reaction smoothly, it is necessary to use a catalyst such as Accelerate the reaction by adding one or more of naphthalenesulfonic acid, dodecylbenzenesulfonic acid, paratoluenesulfonic acid or amine salt, butanol ester of phosphoric acid, butanol ester of 2-tetrachlorostallic acid, and inorganic salts, etc. In other words, it can be appropriately polymerized by heat treatment at room temperature or above.

上記した熱架橋型メラミン樹脂の添加量については、一
般的に曲げ強度については0.8%程度でも向上効果か
あり、特に1%以上で好ましい強度上昇が得られ、また
圧縮強度についても同様であるが、工業的に好ましい範
囲としては、100kg/am”以上の曲げ効果が容易
に得られる3%以上である。その上限については30%
を超えて添加してもその樹脂量増大に見合った曲げ強度
ないし圧縮強度の上昇は期待しえない。
Regarding the addition amount of the above-mentioned thermally crosslinkable melamine resin, in general, bending strength can be improved even at around 0.8%, and a particularly preferable increase in strength is obtained when it is 1% or more, and the same is true for compressive strength. However, the industrially preferred range is 3% or more, where a bending effect of 100 kg/am'' or more can be easily obtained.The upper limit is 30%.
Even if more than 100% of the resin is added, an increase in bending strength or compressive strength commensurate with the increase in the amount of resin cannot be expected.

また、このようなメラミン樹脂の添加混合に当たっては
、必要に応じて、スルフォン化メラミン樹脂その他の分
子量が8000〜200000、好ましくは10000
〜150000の分子量の高いメラミン樹脂と、メチロ
ールメラミン、メチルエーテル化メラミンおよびその変
化物等の分子量の比較的低い水溶性メラミン樹脂との混
合物を用いる。分子量の高いメラミン樹脂はセメント中
のカルシウムの如き2価の陽イオンとメラミン樹脂のス
ルフォン酸とのイオン結合により高分子化し、また1水
溶性メラミン樹脂はそれ自体か空隙を埋めて成形部材の
組織緻密化を図る。なお、この場合には、単位水量を減
少させるために、メラミンのホルマリン縮合物またはナ
フタリンスルフオン酸ソーダ等の減水剤を使用すること
が好ましい。
In addition, when adding and mixing such a melamine resin, if necessary, the molecular weight of the sulfonated melamine resin and the like is 8,000 to 200,000, preferably 10,000.
A mixture of a melamine resin with a high molecular weight of ~150,000 and a water-soluble melamine resin with a relatively low molecular weight such as methylol melamine, methyl etherified melamine, and variations thereof is used. Melamine resin, which has a high molecular weight, is made into a polymer by ionic bonding between divalent cations such as calcium in cement and sulfonic acid in melamine resin, and water-soluble melamine resin itself or fills the voids and improves the structure of the molded part. Aim for elaboration. In this case, in order to reduce the unit amount of water, it is preferable to use a water reducing agent such as a formalin condensate of melamine or sodium naphthalene sulfonate.

骨材のような配合剤としては、好ましくは例えば微細シ
リカのような細骨材として一般的に使用されるものを広
く採用てき、また、繊維材としても例えば炭素繊維のよ
うに200℃程度て変質しないものを使用することがで
きるか、前記のように触媒等を用いる場合には、耐熱性
のさらに低し)ものでも採用し得る。さらに、アクリル
エマルションのような高分子樹脂を混合しても良し)。
As compounding agents such as aggregates, those commonly used as fine aggregates such as fine silica have been widely used, and as fiber materials such as carbon fibers that are It is possible to use a material that does not deteriorate in quality, or in the case where a catalyst or the like is used as described above, a material with even lower heat resistance can be used. Furthermore, a polymer resin such as an acrylic emulsion may be mixed.)

このような板状材l、2には、成形時に、予め第5図に
示すようにねし穴3aを有する雌金具3を、第3図に示
すように、板状材l、2の辺部(本実施例は両側辺部)
に5該板状材1.2の長手方向に沿って複数個埋設して
おく、このとき、ワイヤネット8(これは必ずしも必要
てはなしX)も内部に埋設する。なお本実施例の雌金具
3は、補強板4を溶接して雌金具3と共に板状材1.2
の板面から突呂しないように、かつ板状材l、2の内面
に板面か露出するように埋設しているか、該補強板4は
必ずしも必要てはない。
When molding these plate materials l, 2, a female metal fitting 3 having a tapped hole 3a is inserted in advance as shown in FIG. (In this example, both sides)
5. A plurality of wire nets 8 (not necessarily required) are buried inside the plate material 1.2 along the longitudinal direction. Note that the female metal fitting 3 of this embodiment is constructed by welding a reinforcing plate 4 together with the female metal fitting 3 to form a plate material 1.2.
The reinforcing plate 4 is not necessarily required, as long as it is buried in the inner surface of the plate materials 1 and 2 so that the plate surface is exposed so as not to protrude from the plate surface.

5はしアングルからなる結合金具であり、該結合金具5
には、それぞれ直行する面に、それぞれ向きか90度累
々る長穴5a、5bを設けている。そして、両板状材l
、2は、結合金具5の長穴5a、5bに、ボルトやねし
等雄ねじ部を有する雄金具6をワッシャ7を介して挿通
し、雌金具3に螺合することにより結合する構造とする
5 is a connecting metal fitting consisting of an angle, and the connecting metal fitting 5
Elongated holes 5a and 5b are provided in each of the perpendicular surfaces, each facing 90 degrees. And both plate-shaped materials l
, 2 has a structure in which a male fitting 6 having a male thread, such as a bolt or screw, is inserted into the elongated holes 5a and 5b of the coupling fitting 5 via a washer 7, and is connected to the female fitting 3 by screwing it. .

このような構造を有する板状材1.2は、工場における
保管、輸送および現場におけるストックの際は、これら
を板状のままとしておき、積み上げた状態で保管輸送す
る。そして、現場において、柱構成用型枠として使用す
る場合は、板状材l、2を、結合金具5、雌金具3およ
び雄金具6によりコ字形に組立てたものを、第1図に示
すように、2組組合わせて、予め施工されている鉄筋9
あるいは鉄骨を抱持して結合金具10およびボルト11
により一体化し、内部にコンクリートを注入する。第2
図はコンクリート12打設後の状態を示す。
When the plate materials 1.2 having such a structure are stored in a factory, transported, and stocked at a site, they are kept in the plate shape and stored and transported in a stacked state. When used as a formwork for forming columns at the site, the plate materials 1 and 2 are assembled into a U-shape using a coupling fitting 5, a female fitting 3, and a male fitting 6, as shown in Fig. 1. Two sets of reinforcing bars 9 have been installed in advance.
Or holding the steel frame and connecting metal fittings 10 and bolts 11
The building will be integrated with concrete and concrete will be poured inside. Second
The figure shows the state after concrete 12 is poured.

このような組合わせ構造とし、板状材l、2に種々の寸
法のものを用意しておき、建物の仕様に応してこれらを
組合わせることにより、縦横の寸法か種々に変化した打
込み型枠か得られる。なお、施工の際には、型枠の周囲
を金属製の固定帯て締め付けておいてコンクリートを打
設する。コンクリートを打設した状態に葛いては、雄金
具6はアンカーの役目を果たし、コンクリート12と板
状材l、2との結合強度を大とする効果かある。また、
この結合構造においては、段状の結合部が無いため、輻
W(第2図参照)を前記20mm±10m5以内に容易
におさえることかでき、コンクリート打設時に必要とさ
れる強度必要以上に肉厚Wを大きくする必要かない。
With this combination structure, plate materials 1 and 2 of various sizes are prepared, and by combining them according to the specifications of the building, it is possible to create a driving mold with various vertical and horizontal dimensions. You can get a frame. During construction, metal fixing bands are tightened around the formwork before concrete is poured. When the concrete is placed, the male fitting 6 serves as an anchor and has the effect of increasing the bonding strength between the concrete 12 and the plate materials 1 and 2. Also,
In this joint structure, since there is no stepped joint, the radiation W (see Figure 2) can be easily suppressed to within the above 20 mm ± 10 m5, and the strength required during concrete pouring is higher than necessary. There is no need to increase the thickness W.

なお、これらの板状材l、2のコンクリート打設面に凹
凸を形成してコンクリート躯体との結合強度を強くして
も良い。
Incidentally, irregularities may be formed on the concrete casting surfaces of these plate materials 1 and 2 to strengthen the bonding strength with the concrete frame.

この部材を梁に適用する場合には、板状材1、2をコ状
に形成した型枠(ただし2この場合は。
When applying this member to a beam, a formwork is formed by forming the plate materials 1 and 2 into a U-shape (in this case, 2).

左右の板状材2は板状材1より広幅か5あるいは等しい
程度の幅となる)を、開口部を上向きとし、横向きに施
工されている鉄筋に下側から嵌め込んて固定し、その中
にコンクリートを打設する。また、結合金具5にL字形
のものを用いる代わりに、第6図の分解斜視図および第
7図の斜視図に示すように、平板状の結合金具14 (
14a、14bは直行する方向に設けられた長穴である
)を用いることにより建物の壁を構築する壁型枠として
も用いることか可能となる。
The left and right plate materials 2 are wider than or equal to the width of the plate material 1), with the opening facing upward, and fixed by fitting them from below into the reinforcing bars that are installed horizontally. Place concrete. Moreover, instead of using an L-shaped coupling fitting 5, as shown in the exploded perspective view of FIG. 6 and the perspective view of FIG.
14a and 14b are elongated holes provided in perpendicular directions), it can also be used as a wall formwork for constructing the wall of a building.

なお、板状材l、2の結合構造としては、第8図の分解
斜視図および第9図の断面図に示すように、板状材1.
2にばか穴15を有する金具16を固定しておき、該ば
か穴15にボルト17を挿通しナツト18に螺合して締
結することが考えられるか、この構造によれば、例えば
輻50cmないし1m、長さが例えば4m以上にも及ぶ
板状材1.2を動かしてこれに挿着するボルト17とナ
ツト18とを両手で持って締め込み作業を行なわなけれ
ばならず、作業が困難となる。−力木発明のように、一
方からのみボルト等の雄金具6を結合金具5の長穴5a
、5bに挿通して雌金具3に螺合する作業は、コ状に組
まれた板状材1.2内に作業員か入ってねじ込み作業を
行なえば良く、容易に作業を行なえる。
The connecting structure of the plate materials 1 and 2 is as shown in the exploded perspective view of FIG. 8 and the sectional view of FIG. 9.
Is it conceivable to fix a metal fitting 16 having a hole 15 in the hole 15 in the hole 15 and tighten it by inserting the bolt 17 into the hole 15 and screwing it onto the nut 18? The bolts 17 and nuts 18 that are to be inserted into the plate material 1.2, which are 1 m in length or more than 4 m in length, must be moved and tightened with both hands, which makes the work difficult. Become. - As in the strength wood invention, the male fitting 6 such as a bolt is connected only from one side through the elongated hole 5a of the joining fitting 5.
, 5b and screwing them into the female metal fitting 3 can be done easily by having a worker enter the plate-shaped material 1.2 assembled in a U-shape and perform the screwing operation.

第1O図は本発明の他の実施例であり、雌金具3に鍔1
9を溶接等によって一体に設けることにより、雌金具3
と板状材1.2との結合を強固として雌金具3が板状材
l、2から容易に脱離しないようにしたものである。
FIG. 1O shows another embodiment of the present invention, in which a collar 1 is attached to a female fitting 3.
By integrally providing 9 by welding etc., the female metal fitting 3
The female metal fittings 3 are firmly connected to the plate-like materials 1 and 2 to prevent them from easily detaching from the plate-like materials 1 and 2.

第11図は本発明のさらに他の実施例を示すものて、雌
金具3Aとして、鍔19を有すると共に、板状材l、2
の内面側からも外面側からも雄金具5が螺入てきるよう
にしたものを用いた例である。この実施例によれば、こ
の雌金具3Aを、板状材l、2どうしの結合のみならず
、第1図に示した結合金具10に挿通するボルト11を
螺合するための雌金具として兼用できるから、雌金具と
して共通のものか同じ取付は構造で用いられ、経済化、
製造の容易化が達成てきる。
FIG. 11 shows still another embodiment of the present invention, which has a flange 19 as a female metal fitting 3A, and plate-like materials l, 2.
This is an example in which the male metal fitting 5 is screwed in from both the inner and outer sides of the ring. According to this embodiment, this female metal fitting 3A is used not only for connecting the plate-shaped materials 1 and 2, but also as a female metal fitting for screwing together the bolt 11 inserted into the connecting metal fitting 10 shown in FIG. Because it is possible, a common or the same mounting as the female fitting can be used in the structure, making it more economical,
Ease of manufacturing will be achieved.

以上本発明を実施例により説明した力へ、本発明の要旨
を逸脱しない範囲において、板状材、雌雄の金具、結合
金具の具体的形状、構造または相互の組合わせ等につい
て種々の変更、付加力1可能であることは云うまてもな
い、さらに、必要に応して、板状材の接合面に接着剤を
併用して結合しても良い。
Various changes and additions may be made to the specific shapes, structures, mutual combinations, etc. of the plate materials, male and female metal fittings, and coupling metal fittings to the force described above with reference to the embodiments, without departing from the gist of the present invention. It goes without saying that a force of 1 is possible.Furthermore, if necessary, an adhesive may be used in conjunction with the bonding surfaces of the plate-like materials.

(発明の効果) 請求項1によれば、結合すべき板状材にそれぞれ別々に
雌金具を埋設駅これに結合金具と、該結合金具に設けた
長穴に挿通するボJレト等の雄金具により、板状材を結
合するようにしたのて、次の効果か得られる。
(Effects of the Invention) According to claim 1, female metal fittings are separately buried in the plate-like materials to be joined, and a male metal fitting such as a bolt, etc., is inserted into a long hole provided in the joining metal fitting. The following effects can be obtained by joining plate materials using metal fittings.

(1)組立時に容易に微調整か可能である′b)ら、雌
金具の埋設位置の設定に高ν1精度を必要とせず、また
5Lアングル等のある角度を持って曲成された結合金具
を使用して結合する際には、該結合金具か結合の角度を
規制するから、段状結合部を設ける場合のような板状材
自体の面精度を必要とせず、製作が容易となる。
(1) It is possible to easily make fine adjustments during assembly'b), and high ν1 accuracy is not required for setting the buried position of the female metal fitting, and the joining metal fitting is bent at a certain angle such as a 5L angle. When joining using the joining fittings, the angle of joining is regulated by the joining fittings, so there is no need for surface accuracy of the plate material itself, which is required when providing a stepped joining part, and manufacturing is facilitated.

(2)また、組立作業が極めて容易であるため、建設現
場での組立を可能にする。このことにより、次のような
飛躍的な経済効果を生む。
(2) Furthermore, since assembly work is extremely easy, assembly at a construction site is possible. This will bring about the following dramatic economic effects.

第1に板て輸送てきるので、輸送効率が著るしく向上す
る。
Firstly, since it is transported by board, transport efficiency is significantly improved.

第2に現場ての置場スペースが著るしく少なくてすむ。Second, it requires significantly less storage space on-site.

第3に、工場て一体成形したものは、破損すると工場に
持ち帰る以外に補修の仕様がないか、本発明による場合
は、板状材が一部破損することかあっても、その板のみ
取替えれば支障なく使える。
Third, if something is integrally molded in a factory, if it breaks, there is no way to repair it other than taking it back to the factory, or in the case of the present invention, even if a part of the plate material is damaged, only that plate can be replaced. You can use it without any problem.

(3)外力か最も集中する接続部か構造的に最も強度大
であり、全体として強度の大きな型枠か実現でき、また
、雄金具かアンカーとしての作用もなすため、コンクリ
ートとの結合強度も大となる。
(3) The connection part where the external force is most concentrated is the strongest structurally, making it possible to create a formwork with great strength as a whole. Also, since it acts as a male fitting or anchor, the bond strength with concrete is also increased. Becomes large.

(4)結合金具に平板状のものを用いることにより、壁
型枠にも使用てき、用途か拡大される。
(4) By using flat plate-shaped coupling fittings, it can also be used for wall formwork, expanding the range of uses.

(5)板状材として各種寸法のものを用意しておき、こ
れらを組合わせることにより、種々の寸法、形状の打込
み型枠が構成できるから、建物の仕様に応じてコ字形の
部材を作成、していた従来技術に比較し、型枠の種類を
減少させることかでき、製造設備の簡略化か図れると共
に、管理上有利となる。また、個々の部材の小型化か図
れるため、押し比し成形による製造か可能であり、製造
か容易となり、前記(1)に記載のこととの相乗効果に
より、原価低減か達成される。
(5) By preparing plate materials of various sizes and combining them, cast formwork of various sizes and shapes can be constructed, so U-shaped members can be created according to the specifications of the building. Compared to the conventional technology, the number of types of molds can be reduced, manufacturing equipment can be simplified, and it is advantageous in terms of management. Furthermore, since the individual members can be made smaller, it is possible to manufacture them by compression molding, which makes manufacturing easier, and the synergistic effect with the above (1) results in a reduction in cost.

(6)また、段状結合部を必要とせず、薄肉のため、軽
量となり、小型のクレーンでも取付は可能てあり、中小
の現場にも十分対応できる。
(6) Furthermore, it does not require stepped joints and is lightweight due to its thin walls, and can be installed even with a small crane, making it suitable for small and medium-sized sites.

請求項2によれば、前記板状材として、その曲げ強度か
100 kg/cm2以上となるものを使用することに
より、部材の厚さを前記寸法に容易に設定てき、より薄
型で強度の大なるものか容易に得られる。
According to claim 2, by using a plate material having a bending strength of 100 kg/cm2 or more, the thickness of the member can be easily set to the above dimensions, and the plate material can be made thinner and has high strength. It can be easily obtained.

請求項3によれば、曲げ強度や圧縮強度が従来の3〜4
倍の高強度型枠部材か容易に得られる。
According to claim 3, the bending strength and compressive strength are 3 to 4 compared to the conventional one.
Formwork members with twice the strength can be easily obtained.

請求項4によれば、雌金具と一体の鍔により、板状材に
対する雌金具の結合強度が高められ、取付は強度か大と
なる。
According to claim 4, the joint strength of the female metal fitting to the plate material is increased by the flange integrated with the female metal fitting, and the attachment strength is increased.

請求項5によれば、雌金具か内外両方向から雄金具を螺
合可能な構造としたので、雌金具を内方から雄金具を挿
入して結合する役目のみならず、施工時に外方から型枠
同志を結合する場合にも使用され、雌金具として共通の
ものが同し取付は構造で用いられるのて、経済化、製造
の容易化が達成できる。
According to claim 5, since the structure is such that the female fitting can be screwed into the male fitting from both the inside and outside directions, it not only serves to insert the male fitting from the inside and connect the female fitting, but also to insert the male fitting from the outside during construction. It is also used when joining frames together, and because the same female metal fittings are used in the same structure, economy and ease of manufacture can be achieved.

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

第1図は本発明による型枠を社用に実現した場合の一実
施例を示す平面図、第2図は該実施例の一部を示す水平
断面図、第3図は該実施例の板状材における雌金具の配
設位置を示す図、第4図は該実施例の分解斜視図、第5
図は該実施例における雌金具の斜視図、第6図は本実施
例を壁型枠に使用する場合の結合部の分解斜視図、第7
図は第6図の壁型枠の組立状態を示す斜視図、第8図並
びに第9図はそれぞれ本発明と比較するために描いた本
発明の近似構造を示す分解斜視図Σよび平面断面図、第
1O図並びに第11図は本発明の他の実施例をそれぞれ
示す水平断面図、第12図は本発明者等が先に開発した
型枠の斜視図、第13図並びに第14図はそれぞれ第1
2図の代案を示す斜視図および型枠結合部の平面図であ
る。 1.2:板状材、3.3A:雌金具、3a:ねし穴、4
.補強板、5:結合金具、5a、5b:長穴、6.雄金
具、8ニワイヤネツト、9:鉄筋、10:結合金具、1
1:ボルト、12:コンクリート、14:結合金具、1
6:金具、17ボルト、18:ナツト、19:鍔 特許出願人 トステムセラ株式会社
Fig. 1 is a plan view showing an embodiment of the formwork according to the present invention for corporate use, Fig. 2 is a horizontal sectional view showing a part of the embodiment, and Fig. 3 is a board of the embodiment. FIG. 4 is an exploded perspective view of the embodiment, and FIG.
The figure is a perspective view of the female fitting in this embodiment, FIG. 6 is an exploded perspective view of a joint when this embodiment is used for a wall formwork, and FIG.
The figure is a perspective view showing the assembled state of the wall formwork shown in FIG. 6, and FIGS. 8 and 9 are an exploded perspective view Σ and a plan sectional view showing an approximate structure of the present invention for comparison with the present invention, respectively. , 1O, and 11 are horizontal sectional views showing other embodiments of the present invention, FIG. 12 is a perspective view of a formwork previously developed by the inventors, and FIGS. 13 and 14 are horizontal sectional views showing other embodiments of the present invention. each first
FIG. 2 is a perspective view and a plan view of a formwork joint part showing an alternative to FIG. 2; 1.2: Plate material, 3.3A: Female metal fitting, 3a: Drilled hole, 4
.. Reinforcement plate, 5: Joining metal fittings, 5a, 5b: Elongated holes, 6. Male metal fitting, 8 wire net, 9: reinforcing bar, 10: joining metal fitting, 1
1: bolt, 12: concrete, 14: joining metal fittings, 1
6: Metal fittings, 17 bolts, 18: Nuts, 19: Tsuba Patent applicant Tostem Sera Co., Ltd.

Claims (1)

【特許請求の範囲】 1、窯業系材料にて、厚さ20mm±10mmの板状に
成形され、かつ該板状材の辺部に、ねじ穴を有する雌金
具を、該板状材の長手方向に沿って複数個埋設し、結合
金具に設けた長穴に雄ねじ部を有する雄金具を挿通して
前記雌金具に螺合することにより、前記板状材どうしを
結合する構造を有することを特徴とする打込み型枠用部
材。 2、請求項1において、前記板状材の曲げ強度が100
kg/cm^2以上であることを特徴とする打込み型枠
用部材。 3、請求項1または2において、セメント、微細シリカ
および減水剤を配合した組成物に、熱硬化性メラミン樹
脂を水と同時に混入し、ミキサーにより高粘性が生じる
まで十分に攪拌し、押し出しまたは流し込みにより成形
し、該成形の際に、前記雌金具を埋設し、養生処理によ
り得られる高強度セメント系二次部材よりなることを特
徴とする打込み型枠用部材。 4、請求項1ないし3のいずれかにおいて、前記雌金具
が抜け止め用鍔を有することを特徴とする打込み型枠用
部材。 5、請求項1ないし4のいずれかにおいて、前記雌金具
のねじ穴が板状材の表裏面より螺合可能な構造を有する
ことを特徴とする打込み型枠用部材。
[Scope of Claims] 1.Mold from ceramic material into a plate shape with a thickness of 20mm±10mm, and a female metal fitting having a screw hole is attached to the side of the plate-shaped material along the longitudinal direction of the plate-shaped material. It has a structure in which the plate-shaped materials are connected to each other by burying a plurality of them along the direction, and inserting a male metal fitting having a male thread into an elongated hole provided in the connecting metal fitting and screwing it into the female metal fitting. Characteristic components for driving formwork. 2. In claim 1, the bending strength of the plate material is 100
A member for driving formwork, characterized in that it has a weight of kg/cm^2 or more. 3. In claim 1 or 2, a thermosetting melamine resin is mixed with water into a composition containing cement, fine silica, and a water reducing agent, sufficiently stirred with a mixer until high viscosity is generated, and then extruded or poured. A member for a driving formwork, characterized in that it is a high-strength cement-based secondary member obtained by molding, embedding the female metal fitting during the molding, and curing. 4. The member for a driving formwork according to any one of claims 1 to 3, wherein the female metal fitting has a retaining collar. 5. The member for a driving formwork according to any one of claims 1 to 4, characterized in that the screw hole of the female metal fitting has a structure that can be screwed into the plate material from the front and back surfaces.
JP21211590A 1990-08-09 1990-08-09 Material for driven form Pending JPH0493437A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21211590A JPH0493437A (en) 1990-08-09 1990-08-09 Material for driven form

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21211590A JPH0493437A (en) 1990-08-09 1990-08-09 Material for driven form

Publications (1)

Publication Number Publication Date
JPH0493437A true JPH0493437A (en) 1992-03-26

Family

ID=16617124

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21211590A Pending JPH0493437A (en) 1990-08-09 1990-08-09 Material for driven form

Country Status (1)

Country Link
JP (1) JPH0493437A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012025663A (en) * 2011-11-09 2012-02-09 Fujita Corp Permanent form for cement mortar

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4925729A (en) * 1972-07-04 1974-03-07

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4925729A (en) * 1972-07-04 1974-03-07

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012025663A (en) * 2011-11-09 2012-02-09 Fujita Corp Permanent form for cement mortar

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