JPS646260Y2 - - Google Patents
Info
- Publication number
- JPS646260Y2 JPS646260Y2 JP1984171870U JP17187084U JPS646260Y2 JP S646260 Y2 JPS646260 Y2 JP S646260Y2 JP 1984171870 U JP1984171870 U JP 1984171870U JP 17187084 U JP17187084 U JP 17187084U JP S646260 Y2 JPS646260 Y2 JP S646260Y2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- formwork
- hardened
- falling
- mold
- 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
Links
- 229910000746 Structural steel Inorganic materials 0.000 claims description 5
- 230000002093 peripheral effect Effects 0.000 claims description 2
- 238000009415 formwork Methods 0.000 description 18
- 238000004519 manufacturing process Methods 0.000 description 5
- 239000000047 product Substances 0.000 description 5
- 230000002265 prevention Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000003754 machining Methods 0.000 description 2
- 238000002474 experimental method Methods 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 238000007429 general method Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Description
【考案の詳細な説明】
本考案は歩道、公園、広場等に敷設して用いら
れる舗装用コンクリートブロツクを製造する為の
型枠に関するものである。[Detailed Description of the Invention] The present invention relates to a formwork for producing concrete blocks for paving, which are used for laying on sidewalks, parks, plazas, etc.
近年この種のコンクリートブロツクとして、所
謂インターロツキングブロツクと称されるブロツ
ク片が多く用いられている様になつて来ており、
その製造は一般的に生コンを型枠内で成型し、所
定の厚み迄固められた時点でその型枠から抜き取
り、その後養生するという手段が採られている。
ところで、この製造に際して用いられる型枠は従
来は鋳造製品が専ら採用されていたが、鋳造製品
では型寸法の精度に限度がある事、及び靭性に乏
しい為に耐久性にも限度がある等の要因上、非常
に寸法精度を要求され始めた現在のブロツク用型
枠としては不向きである。 In recent years, block pieces called so-called interlocking blocks have been increasingly used as this type of concrete block.
The general method of manufacturing it is to mold ready-mixed concrete in a mold, remove it from the mold once it has hardened to a predetermined thickness, and then cure it.
By the way, the molds used for this manufacturing have traditionally been exclusively cast products, but cast products have limitations in the accuracy of mold dimensions and limited durability due to poor toughness. For these reasons, it is unsuitable for the current block formwork, which now requires extremely high dimensional accuracy.
本考案は上述の欠点を解消し、耐久性に富み、
かつ高い寸法精度を現出できる型枠を提供せんと
するものであり、その要旨は構造用鋼を素材と
し、その露出表面が浸炭硬化処理を施された内周
壁面が凹面部及び凸面部が連続したインターロツ
キングブロツク用金型に於いて、その凸面部の所
要位置に深さが約0.3mmで所要長さの養生前コン
クリート落下防止用凹部を所要数全周に分散せし
めて配設したことを特徴とする舗装用コンクリー
トブロツク製造用型枠である。 This invention eliminates the above-mentioned drawbacks and is highly durable.
The aim is to provide a formwork that can exhibit high dimensional accuracy, and its gist is that the material is structural steel, the exposed surface of which has been carburized and hardened, and the inner peripheral wall surface has concave and convex parts. In the continuous interlocking block mold, a required number of concave portions with a depth of approximately 0.3 mm and a required length to prevent concrete from falling before curing were placed at required positions on the convex surface of the mold, and were distributed over the entire circumference. This is a formwork for manufacturing concrete blocks for paving, which is characterized by the following.
なお本考案に於いて養生前コンクリート落下防
止用凹部の深さを約0.3mmとするのは、本考案で
の型枠内壁面の浸炭硬化層の深さが通常1mm位で
あることに由来する。 In addition, in this invention, the depth of the recess for preventing concrete falling before curing is set to approximately 0.3 mm because the depth of the carburized hardened layer on the inner wall surface of the formwork in this invention is usually approximately 1 mm. .
又この凹部を型枠の凸面部に設けるのは該凹部
を刻設する場合の作業性によるものである。 The reason why this recess is provided on the convex surface of the formwork is to improve the workability of carving the recess.
以下図面を参酌し乍ら本考案を詳述する。 The present invention will be described in detail below with reference to the drawings.
第1図に示すのは本考案舗装用コンクリートブ
ロツク製造用型枠の概略図であり、この第1図に
示す如く、一枚の構造用鋼板1に複数個の中空部
2が設けられているものである。この中空部2の
形状は所望するインターロツキングブロツクの形
状に応じ様々な形状がある。本考案の型枠は上記
中空部2の内壁面がその深さ約1mm位まで浸炭硬
化されており、最外層ではHv700位の硬さを有し
1mmの深さにあつても約Hv400以上を有している
ものである。 FIG. 1 is a schematic diagram of the formwork for manufacturing concrete blocks for pavement according to the present invention. As shown in FIG. 1, a plurality of hollow portions 2 are provided in one structural steel plate 1. It is something. The shape of the hollow portion 2 may vary depending on the desired shape of the interlocking block. In the formwork of the present invention, the inner wall surface of the hollow part 2 is carburized and hardened to a depth of about 1 mm, and the outermost layer has a hardness of about Hv 700, and even at a depth of 1 mm, it has a hardness of about Hv 400 or more. It is something that you have.
第2図に1個の中空部2部分だけの説明図を、
第3図には第2図に於けるA−A線に於ける拡大
断面図を示すが、この第2図及び第3図に示す如
くまず、構造用鋼板1の内部に所望形状の中空部
2を機械加工により形成し、次いで養生前コンク
リート落下防止用凹部3を機械加工等の所要手段
にて刻設する。なお、この凹部は第3図に示すも
の以外に第4図に示す様にそのコーナー部が滑ら
かな曲線状を有するものの場合もある。その後全
露出表面を浸炭硬化処理する。この場合に上記凹
部3は中空部2の大きさに応じその大きさや数を
適宜選ぶものとするが、種々実験の結果ではその
幅(上下方向)は大体5mm位が好ましく。かつ又
その長さ(周方向)は1個あたり大体20〜30mm位
とし中空部2の大きさに応じその数を増す事で対
処するが、凹部3の合計長さ(周方向)が中空部
2の内周の約20〜30%位となるのが好ましく、そ
れ以下では落下防止効果が少なく、又あまり長く
なると最終完全品にその根跡が残ることがあるの
で好ましくないという事が判明した。又上記凹部
3を刻設する上下方向に対しての高さ(位置)は
最終製品にあまりその根跡が残らずしかも落下防
止効果を有するという事の両条件を満たす条件と
して、型枠の下底よりその型枠の高さの25〜33%
位上方へ上がつた位置が望ましいことが判つた。
これは又次の理由にもよる。即ち、型枠内に入れ
られたコンクリートは該凹部3により、その部分
は逆に凸部となり、この凹部3とコンクリートの
凸部が嵌合し合つている事で落下防止作用がある
が、凹部3が最下面近傍にあればコンクリートに
形成される凸部が搬送中に振動等の外力によりそ
の嵌合が離れた場合、すぐに型枠から解放され易
く、落下防止作用が少なく一方凹部3が最上面近
傍にあれば所謂首吊り現象が生じ、コンクリート
の自重を支えきれず、該凹部付近に亀裂等を生じ
製品欠陥が起こるからである。 Figure 2 shows an explanatory diagram of only two parts of one hollow part.
FIG. 3 shows an enlarged sectional view taken along the line A-A in FIG. 2. As shown in FIGS. 2 is formed by machining, and then a recess 3 for preventing concrete from falling before curing is carved by a required means such as machining. In addition to the recess shown in FIG. 3, the recess may have a smooth curved corner as shown in FIG. 4. All exposed surfaces are then carburized and hardened. In this case, the size and number of the recessed portions 3 should be appropriately selected depending on the size of the hollow portion 2, but as a result of various experiments, the width (in the vertical direction) is preferably about 5 mm. Moreover, the length (circumferential direction) is approximately 20 to 30 mm per piece, and the number of recesses can be increased depending on the size of the hollow part 2, but the total length (circumferential direction) of the recesses 3 It has been found that it is preferable that the length be about 20 to 30% of the inner circumference of No. 2, and that if it is less than that, the fall prevention effect will be low, and if it is too long, it may leave traces on the final complete product, so it is not desirable. . In addition, the height (position) in the vertical direction at which the recess 3 is carved should be at the bottom of the formwork as a condition that it does not leave much trace on the final product and has the effect of preventing falling. 25-33% of the height of the formwork from the bottom
It was found that a higher position was preferable.
This is also due to the following reason. In other words, the concrete placed in the formwork becomes a convex part due to the concave part 3, and this concave part 3 and the convex part of the concrete fit together to prevent falling, but the concave part If the convex part 3 is located near the bottom surface, if the convex part formed in the concrete becomes uncoupled due to external force such as vibration during transportation, it will be easily released from the formwork, and there will be less fall prevention effect, while the concave part 3 If it is near the top surface, a so-called hanging phenomenon will occur, and the concrete will not be able to support its own weight, causing cracks and the like to occur near the recesses, resulting in product defects.
以上述べて来た如く、本考案によれば型枠内に
充填された生のコンクリートは、型枠内壁面に刻
設された落下防止用凹部に入り込み、該コンクリ
ートがある程度固まつた段階で養生用パレツトの
上に数段積載するが、その操作中に上記落下防止
用凹部に食い込んだコンクリート凸部の為にコン
クリートが不要な時に落下するという事はなく、
かつ又本考案の型枠は構造用鋼を機械加工され全
露出面が浸炭硬化処理されたものである為にその
寸法精度を十分に高める事が容易であるという効
果がある。 As described above, according to the present invention, the raw concrete filled in the formwork enters the fall prevention recess carved into the inner wall of the formwork, and once the concrete has hardened to a certain extent, it is cured. The concrete is loaded in several stages on top of the concrete pallet, but during the operation, the convex part of the concrete digs into the concave part to prevent concrete from falling, so the concrete does not fall when it is not needed.
Furthermore, since the formwork of the present invention is machined from structural steel and the entire exposed surface is carburized and hardened, it has the advantage that it is easy to sufficiently improve its dimensional accuracy.
また、本考案によれば前述のように養生前コン
クリートの落下を防止できるが、一方養生のため
にコンクリートブロツクを型枠から抜き取る場合
にはプランジヤーで押すと簡単に抜き取ることが
でき、その場合にはコンクリートブロツクに形成
された落下防止作用凸部は約0.3mmというわずか
な高さであるため凸部に基づく破壊、疵等の製品
欠陥は全く発生しない。 In addition, according to the present invention, it is possible to prevent uncured concrete from falling as described above, but on the other hand, when a concrete block is to be pulled out from the formwork for curing, it can be easily pulled out by pushing it with a plunger. Since the fall prevention protrusion formed on the concrete block has a slight height of approximately 0.3 mm, product defects such as breakage and scratches due to the protrusion do not occur at all.
第1図は本考案の舗装用コンクリートブロツク
製造用型枠の斜視図、第2図は同要部説明図、第
3図は第2図A−A線に於ける拡大断面図、第4
図は本考案に於ける型枠の凹部の他の形状を示す
要部断面図。
図中、1:構造用鋼板、2:中空部、3:凹
部。
Fig. 1 is a perspective view of the formwork for manufacturing concrete blocks for paving according to the present invention, Fig. 2 is an explanatory view of the main parts thereof, Fig. 3 is an enlarged sectional view taken along the line A-A in Fig. 2, and Fig. 4
The figure is a sectional view of a main part showing another shape of the recessed part of the formwork in the present invention. In the figure, 1: structural steel plate, 2: hollow part, 3: recessed part.
Claims (1)
処理を施された内周壁面が凹面部及び凸面部が連
続したインターロツキングブロツク用金型に於い
て、その凸面部の所要位置に深さが約0.3mmで所
要長さの養生前コンクリート落下防止用凹部を所
要数全周に分散せしめて配設したことを特徴とす
る舗装用コンクリートブロツク製造用型枠。 A mold for interlocking blocks made of structural steel, the inner wall of which has been carburized and hardened, and the inner peripheral wall of which has a continuous concave and convex portion, is characterized in that a required number of recesses, each about 0.3 mm deep and of a required length, for preventing pre-cured concrete from falling are distributed around the entire circumference at required positions on the convex portion.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1984171870U JPS646260Y2 (en) | 1984-11-12 | 1984-11-12 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1984171870U JPS646260Y2 (en) | 1984-11-12 | 1984-11-12 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6185407U JPS6185407U (en) | 1986-06-05 |
JPS646260Y2 true JPS646260Y2 (en) | 1989-02-17 |
Family
ID=30729547
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1984171870U Expired JPS646260Y2 (en) | 1984-11-12 | 1984-11-12 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS646260Y2 (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5979723A (en) * | 1982-10-29 | 1984-05-09 | 占部 聡長 | Block and formwork |
-
1984
- 1984-11-12 JP JP1984171870U patent/JPS646260Y2/ja not_active Expired
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5979723A (en) * | 1982-10-29 | 1984-05-09 | 占部 聡長 | Block and formwork |
Also Published As
Publication number | Publication date |
---|---|
JPS6185407U (en) | 1986-06-05 |
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