JP2007162209A - Guard member for preventing chipping of concrete product - Google Patents

Guard member for preventing chipping of concrete product Download PDF

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JP2007162209A
JP2007162209A JP2005355567A JP2005355567A JP2007162209A JP 2007162209 A JP2007162209 A JP 2007162209A JP 2005355567 A JP2005355567 A JP 2005355567A JP 2005355567 A JP2005355567 A JP 2005355567A JP 2007162209 A JP2007162209 A JP 2007162209A
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guard member
concrete product
inclined surface
buffer plate
convex portion
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JP4473812B2 (en
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Yasuaki Takagi
保明 高木
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Toko Sangyo Co Ltd
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Toko Sangyo Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To prevent the occurrence of a chipping even if concrete products collides with each other during loading. <P>SOLUTION: A pair of buffer plates 2 and 3, which can be developed like a flat plate, is connected together in such a shape as to be bendable in an L-shape. The buffer plates 2 and 3 are arranged in such a manner as to abut on the two mutually adjacent surfaces W1 and W2 of the concrete product W in the state of being bent perpendicularly to each other. Thus, the corner part and side edge part of the concrete product W are protected. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、ボックスカルバート等のコンクリート製品の隅角部、側稜部等の欠損を防止するコンクリート製品の欠損防止用ガード部材に関する。   The present invention relates to a guard member for preventing breakage of a concrete product that prevents breakage of corners, side ridges, and the like of a concrete product such as a box culvert.

従来、コンクリート製のボックスカルバートは、保管や運搬のために積載しているが、その積載に際し、下側のコンクリート製品上に吊り下げ移送中の上側のコンクリート製品を載置する時には、上側のコンクリート製品下部の隅角部や側稜部が下側のコンクリート製品上部の隅角部や側稜部に軽く衝突するだけでも、夫々の前記隅角部や側稜部に欠損を生じることがあった。
この様に、欠損を生じた場合、その部位を放置したままでは不良品となるので、その欠損部位を補修せねばならないが、その作業には手間を要していた。
Conventionally, concrete box culverts are loaded for storage and transportation, but when loading the upper concrete product being suspended and transferred onto the lower concrete product, the upper concrete is placed. Even if the corners and side ridges at the bottom of the product only lightly collide with the corners and side ridges at the top of the lower concrete product, the corners and side ridges could be damaged. .
In this way, when a defect occurs, it becomes a defective product if the part is left as it is, so the defect part must be repaired, but the work is laborious.

研究開発段階や出願段階で先行技術調査を行っておらず、記載すべき先行技術文献を知りません。   We do not conduct prior art searches at the research and development stage or application stage, and do not know the prior art documents to be described.

そこで、本発明は、ボックスカルバート等のコンクリート製品の上記の様な積載のための移送中に、上下のコンクリート製品の隅角部や側稜部が相互に衝突しても欠損を生じさせない様にした欠損防止用ガード部材を提供することを目的としている。   Therefore, the present invention does not cause a defect even if the corners and side ridges of the upper and lower concrete products collide with each other during the transfer of the concrete product such as a box culvert as described above. An object of the present invention is to provide a guard member for preventing damage.

本発明は、一対の緩衝板を平板状に展開可能にして、且つL型に屈曲可能に連結し、緩衝板を相互に直角に屈曲させた状態でコンクリート製品の相隣る二面に当接配置することにより、コンクリート製品の隅角部や側稜部を保護する様にして、上記課題を解決する。
又、緩衝板の連結部には、L型屈曲状態を保持する屈曲保持手段を設けても良い。
又、連結部は薄肉部を境界として各緩衝板の夫々へ上方傾斜すると共に、L型屈曲状態で衝合する傾斜面を設けて成り、該傾斜面の夫々には相互に嵌合する凹部と凸部から成る屈曲保持手段を設けたり、又は一方の緩衝板の傾斜面にその緩衝板の肉厚方向に貫設した貫通穴と、該貫通穴を潜通して前記一方の緩衝板の外側面に掛止する様に他方の緩衝板の傾斜面に突設した弾性変形可能な爪片とから成る屈曲保持手段を設けても良い。
In the present invention, a pair of buffer plates can be developed into a flat plate shape and bendably connected to an L shape, and abut against two adjacent surfaces of a concrete product with the buffer plates bent at right angles to each other. By arranging, the above-mentioned problems are solved by protecting the corners and side ridges of the concrete product.
Further, a bending holding means for holding the L-shaped bent state may be provided at the connecting portion of the buffer plate.
In addition, the connecting portion is inclined upward to each of the buffer plates with the thin portion as a boundary, and is provided with an inclined surface that abuts in an L-shaped bent state, and each of the inclined surfaces includes a recess that fits with each other. A through hole formed in the thickness direction of the buffer plate on the inclined surface of one buffer plate, and an outer surface of the one buffer plate through the through hole. It is also possible to provide a bending holding means comprising an elastically deformable claw piece projecting on the inclined surface of the other buffer plate so as to be hooked to the other.

要するに請求項1に係る発明によれば、コンクリート製品を積載するに際し、下側のコンクリート製品上部の隅角部や側稜部を構成する相隣る面に、L型に屈曲させた緩衝板の夫々を当接配置して、その隅角部や側稜部を保護することにより、かかる保護部位に、上側となる吊り下げ移送中のコンクリート製品下部の隅角部や側稜部が衝突しても緩衝板がその衝突により生ずる衝撃を吸収緩和できるし、又下側のコンクリート製品上に上側のコンクリート製品を着地する時に生ずる衝撃も上下側のコンクリート製品間に介在することになる緩衝板が吸収緩和できるので、上下側のコンクリート製品相互の欠損の発生を防止できる。
又、本発明によれば、コンクリート製品の積載状態において一方の緩衝板が上下のコンクリート製品間に介在しているため、従来その積載状態において上下のコンクリート製品間に介在させていた飼木を不要とすることができる。
更に、本発明のものは、未使用時は、平板状に展開させて複数のものを嵩張らずに積み重ねられるので、緩衝体を多数ひとまとめに梱包するのが容易であり、保管場所にもその多数をコンパクトに納めることができる。
In summary, according to the first aspect of the present invention, when the concrete product is loaded, the buffer plate bent in an L shape is formed on adjacent surfaces constituting the corners and side ridges of the lower concrete product upper part. By placing each of them in contact and protecting their corners and side ridges, the corners and side ridges of the lower concrete product being hung and transported on the upper side collide with these protected parts. The shock absorbing plate can absorb and mitigate the impact caused by the impact, and the shock absorbing plate that absorbs the shock generated when the upper concrete product is landed on the lower concrete product is also absorbed by the shock absorbing plate. Since it can be mitigated, it is possible to prevent the occurrence of defects between the upper and lower concrete products.
Further, according to the present invention, since one buffer plate is interposed between the upper and lower concrete products in the loading state of the concrete product, there is no need for a conventional tree that was interposed between the upper and lower concrete products in the loading state. It can be.
Furthermore, since the thing of this invention is unfolded in flat form and can pile up a plurality of things without being bulky when not in use, it is easy to pack a large number of cushioning bodies together, and many of them are also stored in the storage place. Can be stored compactly.

請求項2に係る発明によれば、緩衝板相互の連結部には、L型屈曲状態を保持する屈曲保持手段を設けたので、使用時においてL型に変形させた屈曲状態が勝手に解除されることのない様にその屈曲状態を保持でき、各緩衝板の夫々をコンクリート製品の相隣る面に常に当接させられ、積載時などにおけるコンクリート製品の隅角部や側稜部を支障なく保護できる。   According to the second aspect of the present invention, since the buffer plate mutual connecting portion is provided with the bending holding means for holding the L-shaped bent state, the bent state deformed into the L-type during use is released without permission. It can be kept bent so that each buffer plate is always brought into contact with the adjacent surface of the concrete product, and the corners and side ridges of the concrete product can be placed without any trouble during loading. Can protect.

請求項3に係る発明では、連結部は薄肉部を境界として各緩衝板の夫々へ上方傾斜すると共に、L型屈曲状態で衝合する傾斜面を設けて成るので、その屈曲変形時には、薄肉部で屈曲すれば左右の傾斜面は衝合するためL型に簡単に変形できる。
しかも、傾斜面の夫々には相互に嵌合する凹部と凸部から成り、且つその嵌合状態で凸部の両側面を凹部の両側面が弾性的に挟持する屈曲保持手段を設けたので、緩衝板同士の屈曲変形により左右の傾斜面が衝合すると同時に、凹部の両側面が凸部の両側面を弾性的に挟持して凸部と凹部が嵌合するため、その嵌合状態を確実にして堅固に保持できると共に傾斜面の衝合状態を堅固に保持でき、よって各緩衝板が相互に直角な屈曲状態を保持できる。
本発明によれば、上記の様に簡単な構成からなるので、その成形が容易で安価に製造できる。
In the invention according to claim 3, the connecting portion is inclined upward to each of the buffer plates with the thin portion as a boundary, and is provided with an inclined surface that abuts in an L-shaped bent state. When bent at the right and left sides, the left and right inclined surfaces collide with each other and can be easily transformed into an L shape.
In addition, since each of the inclined surfaces includes a concave portion and a convex portion that are fitted to each other, and provided with bending holding means for elastically holding the both side surfaces of the convex portion between both side surfaces of the convex portion in the fitted state, The right and left inclined surfaces abut with each other due to the bending deformation of the buffer plates, and at the same time, the both sides of the recess elastically sandwich the both sides of the projection, and the projection and the recess are fitted. Thus, the abutting state of the inclined surfaces can be firmly held, so that the buffer plates can be kept bent at right angles to each other.
According to the present invention, since it has a simple configuration as described above, it can be easily formed at low cost.

請求項4に係る発明では、連結部は薄肉部を境界として各緩衝板の夫々へ上方傾斜すると共に、L型屈曲状態で衝合する傾斜面を設けて成るので、その屈曲変形時には、薄肉部で屈曲すれば左右の傾斜面は衝合するためL型に簡単に変形できる。
しかも、傾斜面の夫々には相互に嵌合する凹部と凸部から成り、且つその嵌合状態で凹部における凸部上面との衝合面が凸部上面を弾性的に押圧する様に成した屈曲保持手段を設けたので、各緩衝板の屈曲変形により左右の傾斜面が衝合すると同時に、凹部の衝合面が凸部上面を弾性的に押圧して凸部と凹部が嵌合するため、その嵌合状態を確実にして堅固に保持できると共に傾斜面の衝合状態を堅固に保持でき、よって各緩衝板が相互に直角な屈曲状態を保持できる。
本発明によれば、上記の様に簡単な構成からなるので、その成形が容易で安価に製造できる。
In the invention according to claim 4, since the connecting portion is inclined upward to each of the buffer plates with the thin portion as a boundary, and is provided with an inclined surface that abuts in an L-shaped bent state, the thin portion is at the time of bending deformation. When bent at the right and left sides, the left and right inclined surfaces collide with each other and can be easily transformed into an L shape.
In addition, each of the inclined surfaces is composed of a concave portion and a convex portion that are fitted to each other, and an abutting surface with the upper surface of the convex portion in the concave portion elastically presses the upper surface of the convex portion in the fitted state. Since the bending holding means is provided, the right and left inclined surfaces abut against each other due to the bending deformation of each buffer plate, and at the same time, the abutting surface of the recess elastically presses the upper surface of the projection so that the projection and the recess fit together. In addition, the fitting state can be ensured and firmly held, and the abutting state of the inclined surfaces can be firmly held, so that the buffer plates can be kept bent at right angles to each other.
According to the present invention, since it has a simple configuration as described above, it can be easily formed at low cost.

請求項5に係る発明では、連結部は薄肉部を境界として各緩衝板の夫々へ上方傾斜すると共に、L型屈曲状態で衝合する傾斜面を設けて成るので、その屈曲変形時には、薄肉部で屈曲すれば左右の傾斜面は衝合するためL型に簡単に変形できる。
しかも、一方の緩衝板の傾斜面にその緩衝板の肉厚方向に貫設した貫通穴と、該貫通穴を潜通して前記一方の緩衝板の外側面に掛止する様に他方の緩衝板の傾斜面に突設した弾性変形可能な爪片とから成る屈曲保持手段を設けたので、L型への変形時において貫通穴を爪片が潜通する間に弾性変形し、貫通穴の潜通後、弾性復帰して一方の緩衝板の外側面に掛止でき、かかる状態の爪片によって一方の緩衝体の倒伏を抑止して各緩衝板相互の直角な屈曲状態を堅固に保持できる。
本発明によれば、上記の様に簡単な構成からなるので、その成形が容易で安価に製造できる等その実用的効果甚だ大である。
In the invention according to claim 5, since the connecting portion is inclined upward to each of the buffer plates with the thin portion as a boundary, and is provided with an inclined surface that abuts in an L-shaped bent state, the thin portion is at the time of bending deformation. When bent at the right and left sides, the left and right inclined surfaces collide with each other and can be easily transformed into an L shape.
In addition, a through hole that penetrates the inclined surface of one buffer plate in the thickness direction of the buffer plate, and the other buffer plate so as to pass through the through hole and be hooked on the outer surface of the one buffer plate. Since the bend holding means is provided with an elastically deformable claw piece projecting from the inclined surface of the through hole, the claw piece is elastically deformed while the claw piece penetrates through the through hole at the time of deformation into the L shape, and the through hole After passing, it can be elastically restored and hooked to the outer surface of one of the buffer plates, and the claw pieces in such a state can suppress the collapse of one of the buffer members and firmly hold the bent state between the buffer plates at right angles.
According to the present invention, since it has a simple configuration as described above, its practical effect is significant, such as being easy to mold and being manufactured at low cost.

以下本発明の実施の形態としての実施例を図面に基づいて説明する。
図1〜9に示す欠損防止用ガード部材1(以下、単にガード部材1と称する。)は、硬質な合成樹脂製の方形板から成る一対の緩衝板2、3を、平板状に展開可能にして、且つL型に屈曲可能と成す様に一体的に連結して成り、ガード部材1の屈曲変形状態で各緩衝板2、3の内側面2、3aをコンクリート製品Wの相隣る二面W1、W2の夫々に当接配置する様に成している。
Embodiments of the present invention will be described below with reference to the drawings.
A guard member 1 for preventing damage shown in FIGS. 1 to 9 (hereinafter simply referred to as a guard member 1) enables a pair of buffer plates 2 and 3 made of a rigid synthetic resin square plate to be developed into a flat plate shape. In addition, it is integrally connected so that it can be bent in an L shape, and the inner side surfaces 2 and 3a of the buffer plates 2 and 3 are adjacent to each other of the concrete product W when the guard member 1 is bent. It is configured so as to abut on each of W1 and W2.

ガード部材1は、未使用時の展開状態では扁平な横長方形板と成り、ガード部材1において、緩衝板2、3の連結部4には、ガード部材1のL型屈曲状態を保持する屈曲保持手段5を設けている。
連結部4は、緩衝板2、3を相互に屈伸自在と成す様に緩衝板2、3の幅方向に渡って薄肉部6を設け、該薄肉部6を介してその左右に有する緩衝板2、3の連結端部の夫々には、該薄肉部6を境界としてその左右の夫々へ上方傾斜すると共に、ガード部材1の屈曲変形状態で衝合する傾斜面7、8を設けており、該傾斜面7、8はその勾配を45度と成している。
The guard member 1 is a flat horizontal rectangular plate in the unfolded state when not in use. In the guard member 1, the connecting portion 4 of the buffer plates 2 and 3 is bent and held to hold the L-shaped bent state of the guard member 1. Means 5 are provided.
The connecting portion 4 is provided with a thin portion 6 across the width direction of the buffer plates 2 and 3 so that the buffer plates 2 and 3 can be bent and stretched to each other, and the buffer plate 2 provided on the left and right sides through the thin portion 6. Each of the three connecting end portions is provided with inclined surfaces 7 and 8 that incline upward to the left and right of the thin-walled portion 6 as a boundary, and abut against each other in a bent deformation state of the guard member 1, The inclined surfaces 7 and 8 have an inclination of 45 degrees.

屈曲保持手段5は、傾斜面7、8の夫々に、相互に嵌合する様に設けた凹部9と凸部10とから成る。
凹部9は、緩衝板2の連結端部に設けた傾斜面7に所定幅を以てガード部材1の肉厚方向に貫設して成る傾斜面7の断面形状に対応した貫通穴である。
凸部10は、緩衝板3の連結端部に設けた傾斜面8において凹部9に対応する部位に該凹部9の断面形状に略合致する様に突設した直角三角形状の板片である。
そして、凹部9と凸部10の嵌合状態で、凸部10における幅方向の両側面10aが、凹部9における幅方向の両側面9aで弾性的に挟持される様に、凸部10の幅より凹部9の幅を若干狭めている。
The bending holding means 5 includes a concave portion 9 and a convex portion 10 provided on the inclined surfaces 7 and 8 so as to be fitted to each other.
The recess 9 is a through hole corresponding to the cross-sectional shape of the inclined surface 7 formed by penetrating the inclined surface 7 provided at the coupling end of the buffer plate 2 in the thickness direction of the guard member 1 with a predetermined width.
The convex portion 10 is a right-triangular plate piece projecting at a portion corresponding to the concave portion 9 on the inclined surface 8 provided at the coupling end portion of the buffer plate 3 so as to substantially match the cross-sectional shape of the concave portion 9.
The width of the convex portion 10 is such that the both side surfaces 10a in the width direction of the convex portion 10 are elastically sandwiched by the both side surfaces 9a in the width direction of the concave portion 9 in the fitted state of the concave portion 9 and the convex portion 10. Further, the width of the recess 9 is slightly narrowed.

緩衝板2と緩衝板3とは、傾斜面7、8に設けた凹部9と凸部10を除き、薄肉部6を対称軸とした左右対称形状であり、ガード部材1の展開状態において、傾斜面7、8を有する連結端部を除く緩衝板2と緩衝板3の裏面(外側面)2b、3bには縦横に凹溝11、12を形成し、凹溝11、12の交差部には、各表面(内側面)2a、3aへ至る方形状の透孔13を貫設している。
尚、凹溝11、12は形成しなくても良い。
The buffer plate 2 and the buffer plate 3 are symmetrical in shape with the thin portion 6 as the axis of symmetry except for the concave portion 9 and the convex portion 10 provided on the inclined surfaces 7 and 8, and are inclined when the guard member 1 is deployed. The buffer plate 2 and the back surface (outer surface) 2b, 3b of the buffer plate 3 excluding the connecting end portion having the surfaces 7, 8 are formed with grooves 11 and 12 vertically and horizontally, and at the intersection of the grooves 11 and 12 A rectangular through hole 13 extending to each surface (inner surface) 2a, 3a is provided.
The concave grooves 11 and 12 may not be formed.

次に第二実施例について図10〜19に基づいて説明する。
このガード部材1は、屈曲保持手段5における凹部9と凸部10の形状を主に変形したものであり、上記と同一又は相当部分には同じ符号を付し、説明を省略する。
屈曲保持手段5は、上記と同様に、傾斜面7、8の夫々に、相互に嵌合する様に設けた凹部9と凸部10とから成るが、その嵌合状態では、凹部9における凸部10の上面10bとの衝合面9b(ガード部材1の展開状態で凸部10の垂直壁に対峙する凹部9の側面に相当)が凸部10の上面10bを弾性的に押圧する様に、凹部9における薄肉部6との間隙Xを凸部10の高さより若干狭め(図10〜13において誇張して示す)ている。
尚、図示例では、凸部10は、凹部9よりも薄肉に形成しているが、凹部9の幅と略同肉厚でも良い。
又、緩衝板2及び緩衝板3は、上記の様な凹溝11、12を形成することなく、その適所には、その表裏面2a、3a、2b、3bを貫通する正方形や長方形状の透孔13を整然と配列している。
Next, a second embodiment will be described with reference to FIGS.
The guard member 1 is obtained by mainly deforming the shape of the concave portion 9 and the convex portion 10 in the bending holding means 5, and the same or equivalent parts are denoted by the same reference numerals and description thereof is omitted.
Similarly to the above, the bending holding means 5 includes a concave portion 9 and a convex portion 10 provided so as to be fitted to each other of the inclined surfaces 7 and 8. The abutting surface 9b (corresponding to the side surface of the concave portion 9 facing the vertical wall of the convex portion 10 when the guard member 1 is unfolded) elastically presses the upper surface 10b of the convex portion 10 with the upper surface 10b of the portion 10 The gap X between the concave portion 9 and the thin portion 6 is slightly narrower than the height of the convex portion 10 (exaggerated in FIGS. 10 to 13).
In the illustrated example, the convex portion 10 is formed thinner than the concave portion 9, but may be substantially the same thickness as the width of the concave portion 9.
Further, the buffer plate 2 and the buffer plate 3 do not have the concave grooves 11 and 12 as described above, but have square or rectangular transparent holes penetrating the front and back surfaces 2a, 3a, 2b and 3b at appropriate positions. The holes 13 are arranged in an orderly manner.

次に第三実施例について図20〜29に基づいて説明する。
このガード部材1は、屈曲保持手段5を主に変形したものであり、上記と同一又は相当部分には同じ符号を付し、説明を省略する。
屈曲保持手段5は、一方の傾斜面7において、その長手方向適所に緩衝板2の肉厚方向に貫通する様に傾斜面7の断面形状に対応して設けた貫通穴14と、他方の傾斜面8において、ガード部材1の屈曲変形時に、貫通穴14を潜通して緩衝板2の外側面(裏面)2bに掛止する様に突設した弾性変形可能な爪片15とから成る。
傾斜面8において、貫通穴14との対応部位には、該貫通穴14の断面形状に合致すると共に、その幅よりも薄肉な直角三角形板状の突片16を突設している。
そして、突片16において貫設穴14に対峙する側壁(ガード部材1の展開状態における垂直壁)面に膨出形成した肉盛り部17に上方連続する爪片15を突片16の上端面より上方突設している。
又、緩衝板2及び緩衝板3の適所には、第二実施例と同様に、その表裏面2a、3a、2b、3bを貫通する正方形や長方形状の透孔13を整然と配列している。
Next, a third embodiment will be described with reference to FIGS.
This guard member 1 is obtained by mainly deforming the bending holding means 5, and the same or corresponding parts as those described above are denoted by the same reference numerals and description thereof is omitted.
The bending holding means 5 has a through-hole 14 provided corresponding to the cross-sectional shape of the inclined surface 7 so as to penetrate through the thickness direction of the buffer plate 2 at an appropriate position in the longitudinal direction on one inclined surface 7 and the other inclined surface 7. On the surface 8, when the guard member 1 is bent and deformed, it comprises an elastically deformable claw piece 15 that protrudes so as to pass through the through hole 14 and engage with the outer surface (back surface) 2b of the buffer plate 2.
On the inclined surface 8, a projecting piece 16 having a right triangular plate shape that protrudes from the portion corresponding to the through hole 14 and that matches the cross-sectional shape of the through hole 14 and is thinner than the width thereof is provided.
Then, the claw piece 15 that continues upward from the built-up portion 17 formed on the side wall (vertical wall in the unfolded state of the guard member 1) of the protruding piece 16 facing the through hole 14 is formed from the upper end surface of the protruding piece 16. It protrudes upward.
Similarly to the second embodiment, square or rectangular through holes 13 penetrating the front and back surfaces 2a, 3a, 2b, 3b are arranged in order at appropriate positions of the buffer plate 2 and the buffer plate 3.

上記の様に構成されたガード部材1は、使用に際して平板状の展開状態からL型に屈曲変形して使用する。
屈曲変形したガード部材1は、コンクリート製品Wの積載に際し、その下側のコンクリート製品W上部の隅角部や側稜部に配置されるものであり、図9、19、29の夫々にはボックスカルバートから成るコンクリート製品Wに対する第一乃至第三実施例の一使用例を示す。
The guard member 1 configured as described above is used after being bent and deformed from a flat plate-like developed state to an L shape.
When the concrete product W is loaded, the bent guard member 1 is disposed at the corner or side ridge of the upper concrete product W, which is shown in FIGS. 9, 19, and 29. An example of use of the first to third embodiments for a concrete product W made of culvert will be described.

先ず、第一、第二実施例のガード部材1の屈曲変形にあっては、薄肉部6を折り目として緩衝板2を緩衝板3に対し曲起すると、傾斜面7、8が相互に衝合し、同時に傾斜面7に設けた凹部9に傾斜面8に突設した凸部10が嵌合する。
かかる嵌合状態にあっては、第一実施例のガード部材1では、凹部9の両側面9aが凸部10の両側面10aを弾性的に挟持することにより、又第二実施例のガード部材1では、凹部9における上面10bとの衝合面9bが凸部10の上面10bを弾性的に押圧することにより、その嵌合状態が確実にして堅固に保持され、これにより緩衝板2の直立した起立状態が保持される。
又、第三実施例におけるガード部材1の屈曲変形にあっては、上記と同様に、薄肉部6を折り目として緩衝板2を緩衝板3に対し曲起することで傾斜面7、8が相互に衝合する。
この衝合時において、傾斜面7に設けた貫通穴14には、傾斜面8に突設した突片16の上端面より爪片15が突出しているので、爪片15はその材質特性により屈曲状に弾性変形して突片16と共に貫通穴14内を通過し、該貫通穴14を潜り抜けると同時に弾性復帰して緩衝板2の外側面2bにおける貫通穴14の出口周縁に掛止し、これにより緩衝板2の倒伏を抑止してその直立した起立状態が保持される。
First, in bending deformation of the guard member 1 of the first and second embodiments, when the buffer plate 2 is bent with respect to the buffer plate 3 with the thin portion 6 as a fold, the inclined surfaces 7 and 8 abut each other. At the same time, the convex portion 10 protruding from the inclined surface 8 is fitted into the concave portion 9 provided on the inclined surface 7.
In such a fitted state, in the guard member 1 of the first embodiment, the both side surfaces 9a of the concave portion 9 elastically sandwich the both side surfaces 10a of the convex portion 10, and the guard member of the second embodiment. 1, the abutting surface 9b of the concave portion 9 with the upper surface 10b elastically presses the upper surface 10b of the convex portion 10, so that the fitting state is reliably and firmly held. The standing state is maintained.
Further, in the bending deformation of the guard member 1 in the third embodiment, the inclined surfaces 7 and 8 are mutually bent by bending the buffer plate 2 with respect to the buffer plate 3 with the thin portion 6 as a fold, as described above. Collide with.
At the time of this collision, since the claw piece 15 protrudes from the upper end surface of the protruding piece 16 protruding from the inclined surface 8 in the through hole 14 provided in the inclined surface 7, the claw piece 15 is bent due to its material characteristics. Elastically deformed to pass through the through hole 14 together with the projecting piece 16, and at the same time elastically recovered and hooked to the peripheral edge of the through hole 14 on the outer surface 2b of the buffer plate 2, As a result, the buffer plate 2 is prevented from falling and its upright standing state is maintained.

そして、上記の様にL型に変形させたガード部材1における緩衝板2、3の内側面(表面)2a、3aの夫々を下側のコンクリート製品W上部の隅角部や側稜部を構成する側面W1及び上面W2に当接させる。
これにより、緩衝板3がコンクリート製品Wの上面W2に載置されることになって各内側面2a、3aの側面W1及び上面W2に対する当接状態が保持される。
尚、第一、第二実施例のガード部材1は、その緩衝板2、3のどちらでもコンクリート製品W上部の側面W1及び上面W2に当接することは可能であるが、第三実施例のガード部材1に限っては、L型形態において爪片15及び突片16が緩衝板2の外側面2bに突出するので、図29の如く緩衝板2を側面W1に当接する様にコンクリート製品Wに配置するのが良い。
この様に、隅角部や側稜部にガード部材1を配置した後、他のコンクリート製品Wが吊り下げられて緩衝板3上に積載され、この時上下のコンクリート製品Wに生ずる衝撃は緩衝板3により吸収緩和される。
又、下側のコンクリート製品W上に載置させるべく、その上側となるコンクリート製品Wを吊り下げ移送している最中に、上側のコンクリート製品W下部の隅角部や側稜部が、ガード部材1で保護された下側のコンクリート製品Wの隅角部や側稜部に衝突しても、その際に生ずる衝撃はガード部材1の各緩衝板2、3に吸収緩和される。
Then, each of the inner side surfaces (surfaces) 2a and 3a of the buffer plates 2 and 3 in the guard member 1 deformed into an L shape as described above constitutes the corners and side ridges of the upper concrete product W. The side surface W1 and the upper surface W2 are brought into contact with each other.
Thereby, the buffer plate 3 is placed on the upper surface W2 of the concrete product W, and the contact state of the inner side surfaces 2a and 3a with the side surface W1 and the upper surface W2 is maintained.
The guard member 1 of the first and second embodiments can abut against the side surface W1 and the upper surface W2 of the upper part of the concrete product W with either of the buffer plates 2 and 3, but the guard member of the third embodiment. For the member 1 only, the claw pieces 15 and the projecting pieces 16 protrude from the outer surface 2b of the buffer plate 2 in the L-shape, so that the concrete plate W is brought into contact with the side surface W1 as shown in FIG. It is good to arrange.
In this way, after the guard members 1 are disposed at the corners and side ridges, another concrete product W is suspended and loaded on the buffer plate 3, and the impact generated on the upper and lower concrete products W at this time is buffered. Absorption is eased by the plate 3.
In addition, while the concrete product W on the upper side is suspended and transferred to be placed on the lower concrete product W, the corners and side ridges below the upper concrete product W are guarded. Even if it collides with the corners or side ridges of the lower concrete product W protected by the member 1, the shock generated at that time is absorbed and relaxed by the buffer plates 2 and 3 of the guard member 1.

欠損防止用ガード部材の展開状態を示す平面図である。It is a top view which shows the expansion | deployment state of the guard member for a defect | deletion prevention. 同上正面図である。It is a front view same as the above. 同上底面図である。It is a bottom view same as the above. 図1のAーA断面図である。It is AA sectional drawing of FIG. 屈曲変形状態の正面図である。It is a front view of a bending deformation state. 同上右側面図である。It is a right side view same as the above. 同上左側面図である。It is a left side view same as the above. 図6のBーB断面図である。It is BB sectional drawing of FIG. 使用状態の一例を示す図である。It is a figure which shows an example of a use condition. 第二実施例の展開状態を示す平面図である。It is a top view which shows the expansion | deployment state of a 2nd Example. 同上正面図である。It is a front view same as the above. 同上底面図である。It is a bottom view same as the above. 図10のCーC断面図である。It is CC sectional drawing of FIG. 屈曲変形状態の正面図である。It is a front view of a bending deformation state. 同上平面図である。It is a top view same as the above. 同上右側面図である。It is a right side view same as the above. 同上左側面図である。It is a left side view same as the above. 図15のDーD断面図である。It is DD sectional drawing of FIG. 使用状態の一例を示す図である。It is a figure which shows an example of a use condition. 第三実施例の展開状態を示す平面図である。It is a top view which shows the expansion | deployment state of a 3rd Example. 同上正面図である。It is a front view same as the above. 同上底面図である。It is a bottom view same as the above. 図20のEーE断面図である。It is EE sectional drawing of FIG. 屈曲変形状態の正面図である。It is a front view of a bending deformation state. 同上平面図である。It is a top view same as the above. 同上右側面図である。It is a right side view same as the above. 同上左側面図である。It is a left side view same as the above. 図25のFーF断面図である。It is FF sectional drawing of FIG. 使用状態の一例を示す図である。It is a figure which shows an example of a use condition.

符号の説明Explanation of symbols

2 緩衝板
2b 外側面
3 緩衝板
4 連結部
5 屈曲保持手段
6 薄肉部
7 傾斜面
8 傾斜面
9 凹部
9a 両側面
9b 衝合面
10 凸部
10a 両側面
10b 上面
14 貫通穴
15 爪片
W コンクリート製品

2 Buffer plate
2b Outer side surface 3 Buffer plate 4 Connecting portion 5 Bending and holding means 6 Thin portion 7 Inclined surface 8 Inclined surface 9 Recessed portion
9a Both sides
9b Colliding surface
10 Convex
10a Both sides
10b Top view
14 Through hole
15 Nail pieces W Concrete products

Claims (5)

コンクリート製品の相隣る二面の夫々に当接配置する一対の緩衝板を、平板状に展開可能にして、且つL型に屈曲可能に連結したことを特徴とするコンクリート製品の欠損防止用ガード部材。   A guard for preventing loss of a concrete product, wherein a pair of buffer plates arranged in contact with two adjacent surfaces of the concrete product are connected in a flat shape and bendable in an L shape. Element. 緩衝板相互の連結部には、L型屈曲状態を保持する屈曲保持手段を設けたことを特徴とする請求項1記載のコンクリート製品の欠損防止用ガード部材。   The guard member for preventing loss of concrete products according to claim 1, wherein a bending holding means for holding the L-shaped bent state is provided at a connecting portion between the buffer plates. 連結部は薄肉部を境界として各緩衝板の夫々へ上方傾斜すると共に、L型屈曲状態で衝合する傾斜面を設けて成り、該傾斜面の夫々には相互に嵌合する凹部と凸部から成り、且つその嵌合状態で凸部の両側面を凹部の両側面が弾性的に挟持する様に成した屈曲保持手段を設けたことを特徴とする請求項2記載のコンクリート製品の欠損防止用ガード部材。   The connecting portion is inclined upward to each of the buffer plates with the thin portion as a boundary, and is provided with an inclined surface that abuts in an L-shaped bent state, and a concave portion and a convex portion that are fitted to each other of the inclined surface. 3. A concrete product breakage prevention device according to claim 2, further comprising a bent holding means configured to elastically hold both side surfaces of the convex portion between both side surfaces of the convex portion in the fitted state. Guard member. 連結部は薄肉部を境界として各緩衝板の夫々へ上方傾斜すると共に、L型屈曲状態で衝合する傾斜面を設けて成り、該傾斜面の夫々には相互に嵌合する凹部と凸部から成り、且つその嵌合状態で凹部における凸部上面との衝合面が凸部上面を弾性的に押圧する様に成した屈曲保持手段を設けたことを特徴とする請求項2記載のコンクリート製品の欠損防止用ガード部材。   The connecting portion is inclined upward to each of the buffer plates with the thin portion as a boundary, and is provided with an inclined surface that abuts in an L-shaped bent state, and a concave portion and a convex portion that are fitted to each other of the inclined surface. The concrete according to claim 2, further comprising a bending holding means configured such that a contact surface of the concave portion with the upper surface of the convex portion elastically presses the upper surface of the convex portion in the fitted state. Guard member for product loss prevention. 連結部は薄肉部を境界として各緩衝板の夫々へ上方傾斜すると共に、L型屈曲状態で衝合する傾斜面を設けて成り、一方の緩衝板の傾斜面にその緩衝板の肉厚方向に貫設した貫通穴と、該貫通穴を潜通して前記一方の緩衝板の外側面に掛止する様に他方の緩衝板の傾斜面に突設した弾性変形可能な爪片とから成る屈曲保持手段を設けたことを特徴とする請求項2記載のコンクリート製品の欠損防止用ガード部材。
The connecting portion is inclined upward to each of the buffer plates with the thin-walled portion as a boundary, and is provided with an inclined surface that abuts in an L-shaped bent state, and on the inclined surface of one buffer plate in the thickness direction of the buffer plate Bending and holding comprising a through hole provided through and an elastically deformable claw piece projecting from the inclined surface of the other buffer plate so as to pass through the through hole and be hooked on the outer surface of the one buffer plate The guard member for preventing loss of a concrete product according to claim 2, wherein means are provided.
JP2005355567A 2005-12-09 2005-12-09 Guard member for preventing breakage of concrete products Active JP4473812B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012106752A (en) * 2010-11-16 2012-06-07 Miraijushi Co Ltd Spacer

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012106752A (en) * 2010-11-16 2012-06-07 Miraijushi Co Ltd Spacer

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