JPS647330Y2 - - Google Patents
Info
- Publication number
- JPS647330Y2 JPS647330Y2 JP16826083U JP16826083U JPS647330Y2 JP S647330 Y2 JPS647330 Y2 JP S647330Y2 JP 16826083 U JP16826083 U JP 16826083U JP 16826083 U JP16826083 U JP 16826083U JP S647330 Y2 JPS647330 Y2 JP S647330Y2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- semi
- cylindrical
- ribs
- bottom plate
- 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
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- Sampling And Sample Adjustment (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【考案の詳細な説明】
この考案はコンクリート圧縮強度等の諸物性を
調べるためのコンクリート試験用の円筒型枠に関
する。[Detailed description of the invention] This invention relates to a cylindrical formwork for testing concrete to investigate various physical properties such as concrete compressive strength.
従来、この種の型枠には2分された半円筒型枠
2個と、底板1個との合計3個の鋳鉄製品とから
なり、これらを組合せて1個の型枠とするために
は、縦割りの半円筒型枠は蝶形つまみを有する4
個のネジを水平方向へ締め付けることにより、ま
た、底板は横締めされた円筒型枠を縦方向に2個
のネジ締めにより合体して1個のコンクリート試
験用型枠を形成するものである。コンクリート填
充、養生、脱型、洗浄を繰返し比較的繁しく取扱
われるため厚肉円筒膜とし、さらに補強リブを附
して鋳鉄材の割れを防止している。 Conventionally, this type of formwork consists of a total of three cast iron products: two half-cylindrical formworks divided into two and one bottom plate, and in order to combine these into one formwork, it is necessary to , the vertically divided semi-cylindrical formwork has a butterfly-shaped knob 4
By tightening two screws in the horizontal direction, the bottom plate combines the horizontally tightened cylindrical formwork by tightening two screws in the vertical direction to form one formwork for concrete testing. Because it is handled relatively frequently by repeating concrete filling, curing, demolding, and cleaning, a thick cylindrical membrane is used, and reinforcing ribs are added to prevent the cast iron material from cracking.
しかし、1回の試験に対して何百個を要するこ
とが多く、1個当りの重量は10.7Kg(10cm×30cm
モールド)、コンクリート充填後はさらに23.2
Kg/個となり、試験用として重量がきわめて大き
く、均一性と精度が要求される試験としては運搬
取扱いの作業性が悪く、多人工を要する。また型
枠の外方へ蝶型ネジが突出しているため転動など
により破損の恐れがある。さらに小運搬に配意さ
れていないので容積が大きく荷積みなどに場所を
要し、不能率である。 However, hundreds of pieces are often required for one test, and each piece weighs 10.7 kg (10 cm x 30 cm).
mold), further 23.2 after concrete filling
Kg/piece, which is extremely heavy for testing purposes, and for tests that require uniformity and precision, the workability of transportation and handling is poor and multiple hands are required. Furthermore, since the butterfly screws protrude outward from the formwork, there is a risk of damage due to rolling. Furthermore, since it is not designed for small-scale transportation, it has a large volume and requires space for loading, resulting in a failure rate.
そこで、この考案の目的は前述のような欠点を
排除することのできる型枠を提供するもので、こ
の考案に係る特徴はつぎに示すとおりである。す
なわち、
1 重量の軽減を計るため、従来型の鋳鉄材を排
し、ステンレス、鉄板による鋼板製とし、高分
子系合成樹脂塗装による防錆と、耐久性とを計
り、清掃、塗油の工程を簡略化する。 Therefore, the purpose of this invention is to provide a formwork that can eliminate the above-mentioned drawbacks, and the features of this invention are as follows. In other words, 1. In order to reduce weight, the conventional cast iron material was eliminated and the product was made of stainless steel and iron plates. The product was coated with a polymeric synthetic resin for rust prevention and durability, and the cleaning and oiling processes were improved. Simplify.
2 組立工程を短縮するため、底板と半円筒型枠
とを溶接して1体化し、半円筒の垂直面と水平
底板とは確実に直角とし、組立個数を2個の最
小とし、その組立てにはリブの寸法と底板の位
置決め溝により容易にし、試験精度を上げると
同時に出来上つたコンクリート供試体の研摩作
業を省力化する。2. In order to shorten the assembly process, the bottom plate and the semi-cylindrical formwork are welded into one body, the vertical plane of the semi-cylinder and the horizontal bottom plate are surely at right angles, the number of pieces to be assembled is a minimum of two, and the This is facilitated by the dimensions of the ribs and the positioning grooves on the bottom plate, increasing test accuracy and at the same time saving labor for polishing the finished concrete specimen.
3 蝶形ネジによる組立は手間がかかるため、鋼
材質の締着装置の考案により、ワンタツチ方式
の締結ができ、その鋼材料の弾性力を利用して
底板に押圧し、同時に半円筒型枠の接着面に圧
着し、完全に合体できるので脱着がきわめて容
易である。3. Assembling with butterfly screws is time-consuming, so by devising a steel fastening device, one-touch fastening is possible, and the elastic force of the steel material is used to press against the bottom plate and at the same time tighten the semi-cylindrical formwork. It is extremely easy to attach and detach because it is crimped onto the adhesive surface and can be completely combined.
また、締着装置のU型楔は、締付けのために
合理化された傾斜角を有するのでスリヘリ、製
作誤差を生じた場合でも楔長により接点位置が
ずれても支障がない。 Further, since the U-shaped wedge of the fastening device has a rationalized inclination angle for fastening, there is no problem even if the contact position shifts due to the wedge length even if there is a slip edge or manufacturing error.
4 蝶形ネジが管胴の外方に突出していることを
解消するため、U形楔による締着装置の考案に
より、円筒膜板に近接し、縦方向へ操入する方
式を得て、リブより外方へ突出する部分がな
い。またU形楔の貫入溝は同一鋼材より溝切り
を行つて一体化されているので、溝の保護とな
り、損傷を受けない。4. In order to solve the problem of the butterfly screw protruding outward from the tube body, we devised a fastening device using a U-shaped wedge, which allowed us to approach the cylindrical membrane plate and operate it in the vertical direction. There is no part that protrudes further outward. Further, the penetration groove of the U-shaped wedge is cut from the same steel material and integrated, so the groove is protected and will not be damaged.
5 他の重量軽減策として、円筒の膜板と半円形
リブの高さとのバランスを応力的に配意し、そ
れぞれの肉厚を合理化し、変形を防止し重量の
最小限を計る。5. Another weight reduction measure is to balance the heights of the cylindrical membrane plate and semicircular ribs, rationalize the thickness of each, prevent deformation, and minimize weight.
6 小運搬、積荷の取扱いの不便さを解消するた
め、上部半円形リブに復数個の穿孔を設け、吊
り運び用の金具により、復数個の型枠を一度に
小運搬することができる。これは養生のため水
槽内への出し、入れに至便で、しかも試験種別
毎の配列が容易で高能率である。6. In order to eliminate the inconvenience of small transportation and handling of cargo, several perforations are provided in the upper semicircular rib, and a hanging metal fitting allows for small transportation of several forms at once. . This is convenient for taking out and putting in the aquarium for curing, and is easy to arrange for each test type, making it highly efficient.
7 締着力の変更はU型楔の材質と厚さとを変え
ることにより自由である。7. The tightening force can be changed freely by changing the material and thickness of the U-shaped wedge.
以下、この考案の実施例を示す第1〜5図にも
とづいてコンクリート試験用型枠の構成を説明す
る。 Hereinafter, the structure of a formwork for concrete testing will be explained based on FIGS. 1 to 5 showing examples of this invention.
第1図において、底板付型枠1は半円筒型枠の
底部に型枠全体の底板となる円形の底板3を固着
した底板付型枠で、半円筒型枠2は底板付型枠1
の半円筒部分の半径と同一半径を有し、底板付型
枠1の相手側となり、これらの双方を合体して1
個の型枠を形成する。この底板付型枠1と半円筒
型枠2とはコンクリート供試体を取り出すために
2分割されている。半円筒膜板4は高さの異なる
半円形リブ5,6、縦リブ10、および半円形リ
ブ5に付属する、復数個の支へリブ20によつて
補強されており、同様に半円筒膜板7は半円形リ
ブ8,9、縦リブ11および半円形リブ8に付属
する復数個の支へリブ20によつて補強されてい
る。締着装置12は前記底板付型枠1と半円筒型
枠2とを締着して合体させる装置である。 In Fig. 1, a formwork 1 with a bottom plate is a semi-cylindrical formwork with a circular bottom plate 3 fixed to the bottom of the formwork, and a semi-cylindrical formwork 2 is a formwork 1 with a bottom plate.
It has the same radius as the radius of the semi-cylindrical part, and becomes the other side of the formwork 1 with a bottom plate, and when these two are combined, 1
formwork. The formwork 1 with a bottom plate and the semi-cylindrical formwork 2 are divided into two parts in order to take out a concrete specimen. The semi-cylindrical membrane plate 4 is reinforced by semi-circular ribs 5, 6 of different heights, vertical ribs 10, and several support ribs 20 attached to the semi-circular ribs 5, and is also semi-cylindrical. The membrane plate 7 is reinforced by semicircular ribs 8, 9, a longitudinal rib 11, and several supporting ribs 20 attached to the semicircular rib 8. The fastening device 12 is a device that fastens and unites the formwork 1 with a bottom plate and the semi-cylindrical formwork 2.
第2図において、平行ガイド溝16はU型楔1
3の一方である。“長かん”が挿入される角形溝
を有して半円筒膜板4に固着され、テーパーガイ
ド溝17はU型楔13の他方である“短かん”が
挿入される角形溝を有して半円筒膜板7に固着さ
れている。 In FIG. 2, the parallel guide groove 16 is a U-shaped wedge 1.
It is one of 3. The tapered guide groove 17 has a square groove into which a long can is inserted, and is fixed to the semi-cylindrical membrane plate 4, and the tapered guide groove 17 has a square groove into which a short can, which is the other side of the U-shaped wedge 13, is inserted. It is fixed to the semi-cylindrical membrane plate 7.
第3図において、平行ガイド溝16の溝は半円
筒膜板4と7との接合面と平行な平行面14を有
し、また、テーパーガイド溝17の溝は前記半円
筒膜板4と7との接合面に近い方の傾斜面15を
有し、前記接合面に対して傾斜角θ1を保ち、それ
ぞれ半円筒膜板4および半円筒膜板7に固着され
ている。この平行ガイド溝16とテーパーガイド
溝17をガイド溝に挿入されるU型楔13の“長
かん”内面は平行ガイド溝16の溝内面と平行を
保ち、U型楔13の“短かん”内面は前記接合面
に対して傾斜角θ2なる角度を備えており、かつθ1
>θ2なる関係にある。 In FIG. 3, the groove of the parallel guide groove 16 has a parallel surface 14 parallel to the joining surface of the semi-cylindrical membrane plates 4 and 7, and the groove of the tapered guide groove 17 has a parallel surface 14 parallel to the joining surface of the semi-cylindrical membrane plates 4 and 7. It has an inclined surface 15 closer to the joining surface with the joining surface, maintains an inclination angle θ 1 with respect to the joining surface, and is fixed to the semi-cylindrical membrane plate 4 and the semi-cylindrical membrane plate 7, respectively. The "long hook" inner surface of the U-shaped wedge 13 inserted into the guide groove of the parallel guide groove 16 and the tapered guide groove 17 remains parallel to the groove inner surface of the parallel guide groove 16, and the "short hook" inner surface of the U-shaped wedge 13 is kept parallel to the groove inner surface of the parallel guide groove 16. has an inclination angle θ 2 with respect to the joint surface, and θ 1
>θ 2 .
第4,5図において、穿孔18は半円形リブ
5,8に設けられ、鉄板、鉄筋により加工された
小運搬用金物19の曲げ加工先端が容易に挿入さ
れ、一度に2〜3個の型枠を運搬、配列すること
ができる。さらに半円形リブ5,8は前記穿孔1
8の近傍において複数個の支へリブ20により補
強されている。 In Figures 4 and 5, the perforations 18 are provided in the semicircular ribs 5 and 8, into which the bent tip of the small carrying hardware 19 made of iron plate or reinforcing bar can be easily inserted, and two to three molds can be inserted at once. Frames can be transported and arranged. Further, the semicircular ribs 5, 8 are formed in the perforation 1.
8 is reinforced by a plurality of support ribs 20.
つぎにこの考案によるコンクリート供試体を作
る要旨を説する。底板は型枠1と半円筒型枠2と
の内面を清掃して塗油した後双方の垂直接合面を
合わせて、接合面と平行面を有するU型楔13の
“長かん”を平行ガイド溝16に挿入し“短かん”
をテーパーガイド溝17に当接し、第3図に示す
Q方向に押圧し、軽く叩くことにより傾斜角θ1と
θ2との角度差によつて半円筒型枠2は垂直方向に
押へられながら、水平方向に引寄せられて底板付
型枠1に締着される。また分離させるときはU型
楔13の“長かん”の下方をP方向に叩くことに
よつて容易に抜き去ることができる。このとき、
底板付型枠1の半円形リブ5,6は前記接合面よ
り少し長目に突出しているため半円筒型枠2の位
置決めを容易にし、したがつて半円筒型枠2の半
円形リブ8,9は前記接合面より少し短目に作ら
れている。さらにU型楔13鋼材質は双方の型枠
を締着させるために要する弾性力を保有する断面
形状とすることが配意されている。 Next, we will explain the gist of creating concrete specimens based on this idea. For the bottom plate, after cleaning and oiling the inner surfaces of the formwork 1 and the semi-cylindrical formwork 2, align the vertical joining surfaces of both, and guide the "long can" of the U-shaped wedge 13, which has a surface parallel to the joining surface, in parallel. Insert into groove 16 and insert “short can”
is brought into contact with the tapered guide groove 17, pressed in the Q direction shown in FIG. At the same time, it is pulled horizontally and fastened to the formwork 1 with a bottom plate. Moreover, when separating, it can be easily removed by hitting the lower part of the "long can" of the U-shaped wedge 13 in the P direction. At this time,
The semicircular ribs 5 and 6 of the formwork 1 with a bottom plate protrude slightly longer than the joint surface, making it easy to position the semicylindrical formwork 2. 9 is made a little shorter than the joining surface. Further, the steel material of the U-shaped wedge 13 is designed to have a cross-sectional shape that has the elastic force required to fasten both forms.
以上のとおり、この考案によるコンクリート試
験用型枠は、型枠の規格を備えるほか他の寸法大
小の各種に対しても管胴とリブとの肉厚を変えた
り、リブの数を増加させること、締着装置の個数
を増加させること、各部の材質を変えることによ
つて充足するものであり、従来方式より、軽量、
簡便、耐久性、経済性に優れ、しかも高能率とな
る効果は蓄大である。 As mentioned above, the formwork for concrete testing according to this invention not only has formwork standards, but also has the ability to change the wall thickness of the pipe body and ribs and increase the number of ribs for various sizes. This can be achieved by increasing the number of fastening devices and changing the materials of each part, and is lighter and lighter than the conventional method.
It is simple, durable, and economical, and the effects of high efficiency are enormous.
図はこの考案の実施例を示し、第1図はコンク
リート試験用型枠の側面図、第2図は第1図の
E1−E2断面、第3図は第2図のF−F2断面、第
4図は平面図、第5図は運搬用工具の概念図であ
る。
1……底板付型枠、2……半円筒型枠、3……
底板、4,7……半円筒膜板、5,6,8,9…
…半円形リブ、10,11,20……縦リブ、1
2……締着装置、13……U型楔、14……平行
面、15……傾斜面、16……平行ガイド溝、1
7……テーパーガイド溝、18……穿孔、19…
…小運搬用金物、20……支へリブ、θ1,θ2……
傾斜角。
The figures show an example of this invention; Figure 1 is a side view of a formwork for concrete testing;
FIG. 3 is a cross section taken along line F-F 2 of FIG. 2, FIG. 4 is a plan view, and FIG. 5 is a conceptual diagram of the transportation tool. 1...Formwork with bottom plate, 2...Semi-cylindrical formwork, 3...
Bottom plate, 4, 7... Semi-cylindrical membrane plate, 5, 6, 8, 9...
...Semicircular rib, 10,11,20...Vertical rib, 1
2... Fastening device, 13... U-shaped wedge, 14... Parallel surface, 15... Inclined surface, 16... Parallel guide groove, 1
7...Tapered guide groove, 18...Drilling, 19...
...Small transportation hardware, 20...Support ribs, θ 1 , θ 2 ...
Tilt angle.
Claims (1)
半円形リブで補強された半円筒膜板を円形底板に
直角に固着させた型枠と、半円筒膜板と同一半径
を有し、半円形リブで補強された半円筒型枠とか
らなり、この両型枠の締着と分離とを容易にする
所定の傾斜角を有するU形楔を、両型枠に布帯す
る溝に貫入させて合体させる締着装置を具備し、
補強リブに複数個の運搬用穿孔を配設することを
特徴とするコンクリート試験用型枠。 In cylindrical formwork for concrete physical property testing,
It consists of a formwork in which a semicylindrical membrane plate reinforced with semicircular ribs is fixed to a circular bottom plate at right angles, and a semicylindrical formwork having the same radius as the semicylindrical membrane plate and reinforced with semicircular ribs, A fastening device is provided that allows a U-shaped wedge having a predetermined inclination angle to facilitate the fastening and separation of both formworks to be inserted into a groove provided in the fabric of both formworks to join them together;
A formwork for concrete testing characterized by having a plurality of transport holes arranged in the reinforcing ribs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16826083U JPS60122863U (en) | 1983-10-28 | 1983-10-28 | Formwork for concrete testing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16826083U JPS60122863U (en) | 1983-10-28 | 1983-10-28 | Formwork for concrete testing |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60122863U JPS60122863U (en) | 1985-08-19 |
| JPS647330Y2 true JPS647330Y2 (en) | 1989-02-27 |
Family
ID=30726038
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16826083U Granted JPS60122863U (en) | 1983-10-28 | 1983-10-28 | Formwork for concrete testing |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60122863U (en) |
-
1983
- 1983-10-28 JP JP16826083U patent/JPS60122863U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS60122863U (en) | 1985-08-19 |
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