JP4158048B2 - Rebar holding method during block manufacturing process - Google Patents

Rebar holding method during block manufacturing process Download PDF

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JP4158048B2
JP4158048B2 JP2005111376A JP2005111376A JP4158048B2 JP 4158048 B2 JP4158048 B2 JP 4158048B2 JP 2005111376 A JP2005111376 A JP 2005111376A JP 2005111376 A JP2005111376 A JP 2005111376A JP 4158048 B2 JP4158048 B2 JP 4158048B2
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mold
block
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reinforcing bar
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杉晃 草竹
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本発明は、ブロック製造工程中の鉄筋保持方法に関するものであり、詳しくは、護岸用大型ブロック等の製造に際して強度的に安定した構造が得られるブロックの製造工程中の鉄筋保持方法に関するものである。The present invention relates to a reinforcing bar holding how in the block manufacturing process, particularly, the reinforcing bar holding how in the manufacturing process of the block strength stable structure in the production of such large for revetment block is obtained It is related.

従来、護岸用ブロック等においては、方形板状のブロックに所定形状の締結用鉄筋を配筋し、その各締結端部をブロックの各隅部側壁から突出させて敷設時の互いに隣接するブロックの連結用となしており、かかるブロックにあっては、その製造工程中において、上面開口型の型枠内に上記締結用鉄筋をほぼ水平状に配し、その各締結端部を特に保持することなく単に型枠外へ突出させていた。  Conventionally, in a revetment block, a reinforcing bar having a predetermined shape is arranged on a rectangular plate-shaped block, and each fastening end portion protrudes from each corner side wall of the block so that blocks adjacent to each other at the time of laying are arranged. For such a block, in the manufacturing process, the fastening rebars are arranged almost horizontally in the upper-opening mold, and each fastening end is particularly held. It simply protruded out of the formwork.

しかしながら、縦、横の長さが各50cm程度以下の通常の護岸用ブロック以上の大きさ、例えば縦又は横の長さが1m程度或いはそれ以上として施工の省力化を図った護岸用大型ブロック等の製造工程中においては、型枠内にほぼ水平状に配した締結用鉄筋の各締結端部を型枠外に突出させ、特に固定化することなく該締結端部を単に支持しているにすぎないために、型枠内の締結用鉄筋がその自重や型枠内に充填したコンクリートの影響を受けて下方に凸状に湾曲して垂れ下がり、そのままの状態でコンクリートが硬化して製品化されてしまい、ほぼ水平状に配筋されることで適切な有効高さとかぶり寸法を確保して、使用時の曲げ荷重に対し有効に作用して抵抗するという鉄筋の役割を果たせ得ず、使用荷重に対してひび割れが発生する等、所定のブロック強度を保てない問題点があった。  However, large revetment blocks that are larger than normal revetment blocks with vertical and horizontal lengths of about 50 cm or less, for example, with a vertical or horizontal length of about 1 m or more, and are designed to save labor. During the manufacturing process, the fastening end portions of the fastening bars arranged almost horizontally in the mold are protruded out of the mold, and the fastening ends are merely supported without being fixed. Therefore, the fastening bars in the formwork are affected by the weight of the concrete and the concrete filled in the formwork, curving downward and projecting downward, and the concrete is cured and commercialized as it is. As a result, it is not possible to play the role of a reinforcing bar that ensures an appropriate effective height and cover size by acting almost horizontally and resists the bending load during use effectively. Cracks occur Etc., there is a problem that does not maintain a predetermined block strength.

本発明は、かかる従来の問題点に鑑みてなされたものであって、護岸用大型ブロック等の製造に際して強度的に安定した構造が得られるブロック製造工程中の鉄筋保持方法を提供することを課題とする。The present invention provides such was made in view of the conventional problems, to provide a reinforcing bar holding how the block during the manufacturing process the strength stable structure in the production of large blocks such as a revetment is obtained Let it be an issue.

上記課題を解決するために、本発明のブロック製造工程中の鉄筋保持方法は、ブロック本体2に所定形状の締結用鉄筋7を配筋し、その各締結端部7aをブロック本体2の各隅部側壁2cから突出させてなるブロックの製造工程中の鉄筋保持方法であって、締結用鉄筋7をその外郭形状をほぼ十字手裏剣状となすべく、ほぼ菱形状に屈曲形成した2組の鉄筋を十字状に重ね合わせ、その十字状をなす交差方向の各端部4箇所を吊杆状の締結端部7aとなすとともに、交差部をなす各連結点7bで接合して連結一体化した平面的構造体となし、上面開口型の型枠8内にほぼ水平状に配した上記締結用鉄筋7の各締結端部7aを型枠8外へ突出させ、型枠8外で吊杆状の各締結端部7aを下方に押圧して型枠8から斜め下方に向けて突出すべく保持することにより、型枠8内にある締結用鉄筋7全体に緊張力を付与することを特徴とする In order to solve the above problems, the reinforcing bar holding method in the block manufacturing process of the present invention arranges fastening reinforcing bars 7 having a predetermined shape in the block main body 2, and each fastening end portion 7 a is connected to each corner of the block main body 2. Reinforcing bar holding method during the manufacturing process of a block protruding from the side wall 2c , two sets of reinforcing bars formed by bending the reinforcing bar 7 into a rhombus shape so that the outer shape of the reinforcing bar 7 is substantially a cross-shaped shuriken shape. A planar shape in which the four ends in the crossing direction forming the cross shape are formed into a hanging fastening end portion 7a and joined and integrated at each connecting point 7b forming the crossing portion. structure and without, is projected to the fastening end 7a of the fastening reinforcing bars 7 arranged substantially horizontally in the mold 8 of top opening into the mold 8 outside each of the rod-shaped hanging outside the mold 8 coercive order to protrude obliquely downward the fastening end 7a from the mold 8 is pressed downward It allows characterized by imparting a tension to the entire fastening reinforcing bars 7 in the mold frame 8.

本発明のブロック製造工程中の鉄筋保持方法は、上面開口型の型枠内にほぼ水平状に配した平面的構造体をなす締結用鉄筋の吊杆状の各締結端部を型枠外へ突出させ、型枠外で下方に押圧して型枠から斜め下方に向けて突出すべく保持することにより、型枠内にある締結用鉄筋全体に緊張力を付与するために、ブロック製造工程中において、締結用鉄筋がその自重や型枠内に充填するコンクリートの影響を受けて下向き凸状に垂れ下がらず、コンクリート充填後にも適切な有効高さとかぶり寸法を保持してほぼ水平状又は上向き凸状で緊張状態に配筋できる。従って、締結用鉄筋に予め与えておいた引張力がコンクリート硬化後にブロック本体へ圧縮力として伝達され、ブロック本体に内部応力を潜在させることとなり、該潜在応力により、負荷時におけるブロック本体の耐曲げ性が高められて、ひび割れを生ぜず強度的に安定した構造のブロックの製造に寄与できる。The reinforcing bar holding method during the block manufacturing process according to the present invention is such that each suspension end of the reinforcing bar is formed outside the mold by forming a planar structure disposed in a substantially horizontal manner within the upper opening type mold. In order to apply tension to the entire fastening rebar in the mold , by pressing downward outside the mold and holding it to project diagonally downward from the mold, during the block manufacturing process, The fastening rebar does not hang downwards due to its own weight or the effect of the concrete filled in the formwork, and it remains in an almost horizontal or upward convex shape with an appropriate effective height and cover size after filling the concrete. Can be placed in tension. Therefore, the tensile force previously applied to the fastening reinforcing bars is transmitted as a compressive force to the block body after the concrete has hardened, causing internal stress to be latent in the block body, and the latent stress causes bending resistance of the block body during loading. Therefore, it is possible to contribute to the production of a block having a stable structure without causing cracks.

又、上記締結用鉄筋その外郭形状をほぼ十字手裏剣状となすべく、ほぼ菱形状に屈曲形成した2組の鉄筋を十字状に重ね合わせ、その十字状をなす交差方向の各端部4箇所を吊杆状の締結端部となすとともに、交差部をなす各連結点で接合して連結一体化した平面的構造体としたために、上記の如く吊杆状の各締結端部に外力を作用せしめて締結用鉄筋全体を緊張すると、上記十字状をなす交差方向の外向き、即ち成形するブロック本体の対角部へ向け作用する夫々の引張力を、締結用鉄筋の各連結点で上記ブロック本体の各側壁方向への引張合力としてそれぞれ均等に作用せしめるという、効果的な緊張状態が得られ、強度的に安定した構造のブロックの製造に寄与できる。Further, in order to form the fastening reinforcing bars with substantially cross dart like the contour, the two pairs of reinforcing bars formed by bending a substantially rhombic shape superimposed on the cross-shaped, each end 4 points in the transverse direction and forming a cross-shaped together form a fastening end of the hanging rod-shaped, in order to have a planar structure integrally connected and joined at each connection point forming the intersection, an external force to the fastening end of the rod-shaped suspended as described above When the entire reinforcing bar is tensioned by acting, the tensile force that acts outward in the cross direction forming the cross shape, that is, toward the diagonal part of the block main body to be molded , is described above at each connection point of the fastening reinforcing bar. that exerting evenly respectively as tensile force to the respective side wall direction of the block body, the effective tension is obtained, which contributes to the production of the block strength of stable structure.

以下、図面を参照しながら本発明の実施の形態について説明する。
図1は護岸用大型ブロックの一例を示し、1は大型ブロックであって、隅切方形板状のブロック本体2内に、後述する図2に示す如き所定形状の締結用鉄筋7が配筋され、該締結用鉄筋7のほぼV形状の吊杆状をなす各締結端部7aがブロック本体2の各隅切状の隅部側壁2cから外方に突出され、各締結端部7aが大型ブロック1の敷設時に互いに隣接するブロック本体2の連結部位となされる。
尚、上記ブロック本体2の表面には、その縁部2aとの間に表面部2bを額縁状に残置して凹部3が設けられ、該凹部3を左右に分割する真直ぐなリブ4が、相対して凹部3を形成する上側内壁3bと下側内壁3cにわたって突設され、図1(ロ)に示す如く、ブロック本体2の上下左右の側壁2dには、各隅切部の両側に位置する凸部2eが設けられるとともに、各凸部2e間に側壁2dの長さ方向に沿う凹溝2fが設けられている。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 shows an example of a large block for revetment, 1 is a large block, and a fastening bar 7 having a predetermined shape as shown in FIG. Each fastening end 7a having a substantially V-shaped hanging shape of the fastening rebar 7 protrudes outward from each corner-shaped corner side wall 2c of the block body 2, and each fastening end 7a is a large block. It becomes a connection part of the block main bodies 2 adjacent to each other when laying one.
In addition, the surface of the block body 2 is provided with a concave portion 3 with the surface portion 2b remaining in a frame shape between the edge portion 2a, and a straight rib 4 that divides the concave portion 3 into right and left is relatively As shown in FIG. 1B, the upper, lower, left and right side walls 2d of the block body 2 are located on both sides of each corner cut portion. A convex portion 2e is provided, and a concave groove 2f is provided between the convex portions 2e along the length direction of the side wall 2d.

本発明のブロック製造工程中の鉄筋保持方法は、例えば上記大型ブロック1やその他の形状、構造を有するブロック本体2に所定形状の締結用鉄筋7を配筋し、その各締結端部7aをブロック本体2の各外側壁から突出させてなるブロックの製造工程中の鉄筋保持方法である。
図2は、上記図1等における大型ブロック1の締結用鉄筋7を示し、該締結用鉄筋7はその外郭形状がほぼ十字手裏剣状の形状をなすべく、ほぼ菱形状に屈曲形成された2組の鉄筋が十字状に重ね合わされ、交差部をなす各連結点7bで接合されて連結一体化してなる平面的構造体をなし、その十字状をなす各交差方向の端部4箇所を吊杆状の締結端部7aとなしている。
In the reinforcing bar holding method during the block manufacturing process of the present invention, for example, the reinforcing bar 7 having a predetermined shape is arranged on the block body 2 having the large block 1 and other shapes and structures, and each fastening end portion 7a is blocked. It is a reinforcing bar holding method during the manufacturing process of the block which protrudes from each outer wall of the main body 2.
FIG. 2 shows the reinforcing bar 7 of the large block 1 in FIG. 1 and the like, and the two reinforcing bars 7 are bent in a substantially rhombus shape so that the outer shape of the reinforcing bar 7 is a cross-shaped shuriken shape. rebar are superimposed in a cross shape, no planar structure ing linked integrally joined at each connection point 7b constituting the intersection, Tsu杆the end 4 points for each cross direction and forming a cross-shaped The fastening end 7a has a shape.

而して、本発明のブロック製造工程中の鉄筋保持方法は、型枠8の組立時に、図3に示す如く、上記平面的構造体をなす締結用鉄筋7を上面開口型の型枠8内にほぼ水平状に配し、その吊杆状の各締結端部7aを型枠8外に突出させるとともに、型枠8外で各締結端部7aを下方に押圧して水平状より斜め下方に向けて保持することで、型枠8内にある締結用鉄筋7全体に緊張力を付与するものである。And Thus, rebar holding method of the block during the manufacturing process of the present invention, during the assembly of the mold 8, as shown in FIG. 3, the mold frame 8 of the top opening of the fastening reinforcing bars 7 that constitute the planar structure Are arranged in a substantially horizontal shape, and the respective fastening end portions 7a in the form of hanging rods are projected out of the mold 8, and the fastening ends 7a are pressed downwardly outside the mold 8 so as to be obliquely downward from the horizontal shape. By holding it facing, tension is applied to the entire fastening rebar 7 in the mold 8.

具体的には、まず上記締結用鉄筋7を型枠8内にほぼ水平状に配するに際し、図4(ニ)に示す如く、型枠8の各隅部において、その対角線方向で、上記大型ブロック1の隅部側壁2cを成形する隅下側板8dの外側に離隔して立設した棒体8cに締結用鉄筋7の吊杆状をなす締結端部7aを外嵌状に挿通するとともに、底部型枠8aに連設して立設した前記隅下側板8dの上縁溝部8d′に上記締結端部7aを嵌め込んで支持する。
次いで、図4(イ)乃至(ハ)に示すように、型枠8の各隅部において、分割形成した型枠8の側部型枠8bにあって、上記大型ブロック1の隅部側壁2cを成形する隅上側板8eの外側に離隔して設けた下向き突片状の押圧片8fにより、上記締結端部7aの外端寄りを下方に押圧するようにし、分割せる側部型枠8bどうしを型合わせして固定する。即ち、上記押圧片8fの押圧により、上記締結端部7aの外突端がその外突付根部を支点として下向き斜降状を呈するとともに、前記外突付根部が隅下側板8dと隅上側板8eに挟持され、また、前記外突端が棒体8cに外嵌状で係止されることにより、型枠8外に突出せる各締結端部7aを強固に保持して固定することができる。
Specifically, when the fastening rebar 7 is first arranged almost horizontally in the mold 8, as shown in FIG. 4 (d), the large-sized bar is formed in the diagonal direction at each corner of the mold 8. A fastening end portion 7a that is a hanging rod shape of the fastening reinforcing bar 7 is inserted into an external fitting shape into a rod body 8c that is provided upright apart from the lower corner side plate 8d that forms the corner side wall 2c of the block 1. The fastening end portion 7a is fitted into and supported by the upper edge groove portion 8d 'of the lower corner side plate 8d that is connected to the bottom mold 8a.
Next, as shown in FIGS. 4A to 4C, the corner side walls 2c of the large block 1 are located in the side molds 8b of the divided mold 8 at each corner of the mold 8. The side molds 8b can be divided so that the outer end of the fastening end 7a is pressed downward by the downward protruding piece-like pressing pieces 8f spaced apart from the outside of the upper corner plate 8e. Match the mold and fix. That is, by the pressing of the pressing piece 8f, the outer protruding end of the fastening end portion 7a has a downward slanting shape with the outer protruding root as a fulcrum, and the outer protruding root has the lower corner plate 8d and the upper corner plate 8e. In addition, each fastening end portion 7a that protrudes outside the mold 8 can be firmly held and fixed by the outer protruding end being engaged with the rod body 8c in an external fitting manner.

尚、上記押圧片8fは、分割した側部型枠8bの開閉構造上(四方に位置する側部型枠8bがその下部で型枠台8gに夫々軸着され、図3における上、下、左及び右方向に開閉する)、その下縁が上記締結端部7a上を摺動しつつそれを下方に押圧するべく、図4(ロ)に示すような吊杆状をなす締結端部7aの中央へ向けて上向き状を呈する傾斜面となされているが、側部型枠8bの分割、開閉構造によっては押圧片8fの下縁が水平面に形成され、締結端部7aを垂直に押圧する等、他の形状、構造であってもよい。  Note that the pressing piece 8f has an open / close structure of the divided side mold 8b (the side mold 8b positioned in four directions is pivotally attached to the mold base 8g at the lower part thereof, and the upper, lower, The fastening end 7a has a hanging shape as shown in FIG. 4 (b) so that the lower edge slides on the fastening end 7a and presses it downward while sliding on the fastening end 7a. The lower edge of the pressing piece 8f is formed in a horizontal plane depending on the division and opening / closing structure of the side mold 8b, and presses the fastening end 7a vertically. Other shapes and structures may be used.

これによって型枠8内にある平面的構造体をなす締結用鉄筋7に緊張力を付与する(吊杆状の各締結端部7aの斜め下向き度合が大きい場合は図5(イ)に示す如く、上記締結用鉄筋7が上向き凸状に湾曲した状態で保持される)。
又、図5(ロ)に示す如く、型枠8内に生コンクリート27を充填してブロック本体2を形成しても、上記平面的構造体をなす締結用鉄筋7はその自重や生コンクリート27の影響を受けて下向き凸状に垂れ下がることなく、適切な有効高さとかぶり寸法が確保されると共に、緊張力を保持したままほぼ水平状(又は上向き凸状)に配筋でき、製品として上記締結用鉄筋7の緊張力、即ち内部応力が生コンクリート27の硬化後にブロック本体2内で収縮作用してブロック本体2に圧縮力を与え、使用時にブロック本体2に負荷が加わっても、ひび割れを生ぜず強度的に安定した構造のブロックが得られる。
As is the case thereby imparting tension to the fastening reinforcing bars 7 which forms the planar structure in the mold frame 8 (hanging obliquely downward degree of the fastening end 7a of the rod-shaped large illustrated in FIG. 5 (b) The fastening rebar 7 is held in a state of being curved upward convexly).
Further, as shown in FIG. 5 (b), even when the block body 2 is formed by filling the formwork 8 with the ready-mixed concrete 27, the fastening rebar 7 forming the above planar structure has its own weight or ready-made concrete 27. The appropriate effective height and cover size are ensured without sagging downwardly projecting under the influence of the above, and the bar can be arranged in a substantially horizontal shape (or upwardly convex shape) while maintaining tension, and the product is fastened as described above. The tension of the reinforcing bars 7, that is, the internal stress, contracts within the block body 2 after the ready-mixed concrete 27 is hardened to give the block body 2 a compressive force, and even if a load is applied to the block body 2 during use, it will crack. Thus, a block having a stable structure can be obtained.

尚、上記鉄筋保持方法においては、型枠8の隅下側板8dと隅上側板8eとにより締結用鉄筋7の締結端部7aを挟持、支持し、側部型枠8bの隅上側板8eの外側に離隔して設けた押圧片8fにより上記締結端部7aの外端寄りを下方に押圧しているが、本発明の鉄筋保持方法は、これに限定されるものではなく、型枠8外に突出した上記締結端部7aを水平状から斜め下方に向けて押圧することで、型枠8内にある締結用鉄筋7に緊張力を付与できればよく、型枠8に上記と異なる構造の押圧手段を付加したり、型枠8とは別に押圧治具や装置等の押圧手段を設ける等適宜手段が採用されればよい。  In the reinforcing bar holding method, the fastening end 7a of the fastening reinforcing bar 7 is sandwiched and supported by the lower corner plate 8d and the upper corner plate 8e of the mold 8, and the upper corner plate 8e of the side mold 8b is supported. Although the outer end of the fastening end portion 7a is pressed downward by the pressing piece 8f provided to be separated from the outside, the reinforcing bar holding method of the present invention is not limited to this, and the outside of the mold 8 It is only necessary to apply a tension to the fastening rebar 7 in the mold 8 by pressing the fastening end portion 7a protruding to the diagonally downward from the horizontal shape, and the mold 8 is pressed with a structure different from the above. Appropriate means may be employed such as adding means or providing a pressing means such as a pressing jig or device separately from the mold 8.

又、締結用鉄筋7が、上記図2に示す如きほぼ十字手裏剣状の外郭形状をなし、その十字状に交差する各連結点7bで夫々接合され連結一体化されてなる平面的構造体をなすことから、締結用鉄筋7の緊張時に、図3に示すように、十字状をなす交差方向、即ち、型枠8の対角部へ向け作用する夫々の引張力Ptを、上記各連結点7bで型枠8の側部型枠8b方向への引張合力Rとしてそれぞれ均等に作用せしめ効果的な緊張状態が得られるとともに、かかる状態で成形されたブロック本体2にあっても好適な圧縮力が得られFurther, as shown in FIG. 2, the fastening rebar 7 has a substantially cross-shaped shuriken-shaped outer shape and is joined and integrated at each connection point 7b crossing the cross to form a planar structure. From the above , when the fastening reinforcing bar 7 is tensioned, as shown in FIG. 3, the respective crossing directions, that is, the respective tensile forces Pt acting on the diagonal portions of the mold 8 are applied to the connecting points 7b. Thus, an effective tension state is obtained by acting equally as the tensile resultant force R in the direction of the side mold 8b of the mold 8, and a suitable compressive force is obtained even in the block body 2 molded in this state. The resulting Ru.

、上記締結用鉄筋7を使用するブロック本体2について、上記大型ブロック1における形状の他、表面が平坦や凸状、凹凸状に形成される等、その形状、構造等は特に限定するものではない。Note that the block body 2 using the up Symbol fastening reinforcing bars 7, other shapes of the large block 1, like a table surface is formed in a flat or convex, concavo-convex, the shape, structure, etc. particularly restricted Not what you want.

護岸用大型ブロックの一例を示し、(イ)は正面図、(ロ)は平面図、(ハ)は(ロ)のA−A断面図、(ニ)は(ロ)のB−B断面図。  An example of a large block for revetment is shown, (A) is a front view, (B) is a plan view, (C) is a cross-sectional view along A-A in (B), and (D) is a cross-sectional view along B-B in (B). . 図1等における護岸用大型ブロックの締結用鉄筋の例を示す平面図。 The top view which shows the example of the reinforcing bar for fastening of the large block for revetment in FIG. 本発明のブロック製造工程中の鉄筋保持方法において、型枠に鉄筋を固定した状態を示す平面図。  The top view which shows the state which fixed the reinforcing bar to the formwork in the reinforcing bar holding | maintenance method in the block manufacturing process of this invention. (イ)は図3のN−N線より端部側を示す拡大平面図、(ロ)は(イ)の正面図、(ハ)は(ロ)のQ−Q断面図、(ニ)は(ハ)における鉄筋固定前を示す断面図。  (A) is an enlarged plan view showing the end side from the line NN in FIG. 3, (b) is a front view of (b), (c) is a cross-sectional view taken along QQ of (b), and (d) is Sectional drawing which shows before the reinforcing bar fixation in (c). (イ)は図3のP−P断面図、(ロ)は型枠にコンクリートを充填した状態を示す同断面図 FIG . 4A is a cross-sectional view taken along the line PP in FIG .

符号の説明Explanation of symbols

大型ブロック
2 ブロック本体
2c 隅部側壁
7 締結用鉄筋
7a 締結端部
7b 連結点
8 型枠
8f 押圧片
1 Large Block 2 Block Body 2c Corner Side Wall 7 Fastening Rebar 7a Fastening End 7b Connection Point 8 Formwork 8f Pressing Piece

Claims (1)

ブロック本体(2)に所定形状の締結用鉄筋(7)を配筋し、その各締結端部(7a)をブロック本体(2)の各隅部側壁(2c)から突出させてなるブロックの製造工程中の鉄筋保持方法であって、締結用鉄筋(7)をその外郭形状をほぼ十字手裏剣状となすべく、ほぼ菱形状に屈曲形成した2組の鉄筋を十字状に重ね合わせ、その十字状をなす交差方向の各端部4箇所を吊杆状の締結端部(7a)となすとともに、交差部をなす各連結点(7b)で接合して連結一体化した平面的構造体となし、上面開口型の型枠(8)内にほぼ水平状に配した上記締結用鉄筋(7)の各締結端部(7a)を型枠(8)外へ突出させ、型枠(8)外で吊杆状の各締結端部(7a)を下方に押圧して型枠(8)から斜め下方に向けて突出すべく保持することにより、型枠(8)内にある締結用鉄筋(7)全体に緊張力を付与することを特徴とするブロック製造工程中の鉄筋保持方法。Manufacture of a block in which a reinforcing bar (7) having a predetermined shape is arranged on the block main body (2), and each fastening end (7a) protrudes from each corner side wall (2c) of the block main body (2). Reinforcing bar holding method in the process, in order to make the outer shape of the fastening reinforcing bar (7) almost a cross shuriken shape, two sets of reinforcing bars bent in a roughly rhombus shape are overlapped in a cross shape, and the cross shape The four end portions in the crossing direction forming the hanging portions are the hanging-end-like fastening end portions (7a), and the planar structure is joined and integrated at each connecting point (7b) forming the crossing portion. is projected the fastening end of the top opening of the mold (8) the fastening reinforcing bars arranged substantially horizontally in (7) (7a) mold (8) to the outside, the mold (8) outside the holding be in order to protrude from the fastening end of the hanging rod-shaped mold to press the (7a) below (8) obliquely downward More, rebar holding method in the block manufacturing process, which comprises applying a tension to the fastening entire reinforcement (7) in the mold (8).
JP2005111376A 2005-03-10 2005-03-10 Rebar holding method during block manufacturing process Expired - Fee Related JP4158048B2 (en)

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