JP2007297778A - Concrete mattress - Google Patents

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JP2007297778A
JP2007297778A JP2006124306A JP2006124306A JP2007297778A JP 2007297778 A JP2007297778 A JP 2007297778A JP 2006124306 A JP2006124306 A JP 2006124306A JP 2006124306 A JP2006124306 A JP 2006124306A JP 2007297778 A JP2007297778 A JP 2007297778A
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panel
fitting
engaging
engagement
recess
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Shinichiro Sekiguchi
信一郎 関口
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<P>PROBLEM TO BE SOLVED: To provide a concrete mattress excellent in the effect of the prevention of the outflow of back filling soil caused by an ocean wave, easily installable, having no possibility that its entire part is collapsed by its partial damage, and excellent in stability. <P>SOLUTION: In this concrete mattress, panels adjacent to one another are so connected to one another as to be bent in a flat surface shape through a hinge formed at the side of the concrete panel. For example, engagement recesses are formed at both end surfaces of a fitting recess formed at the side of the concrete panel. A fitting projecting part inserted into the fitting recess is formed on the other panel side joined to the panel. An engagement projecting part fitted to the engagement recess is formed on the end surface of the fitting projecting part. The hinge of each panel is formed of the engagement recess of the fitting recess and the engagement projecting part of the fitting projecting part. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、複数のコンクリートパネルを平面状に接合してなるコンクリートマットレスに関する。 The present invention relates to a concrete mattress formed by joining a plurality of concrete panels in a planar shape.

海洋に面した護岸あるいは岸壁においては、土圧を軽減するため構造物背後に裏込石を施工し、その表面に埋設土の吸い出し防止のために防砂シートを敷設するのが一般的である。その一例として、埋立護岸の裏込め工の法面に敷設され、埋立土砂の漏出を防止する合成樹脂繊維織布からなる埋立用防砂シートにおいて、合成樹脂繊維織布の表面に海水浸漬部位より上方の陸上部分に透水可能なカーボンブラックを混合した塩化ビニル樹脂被膜を形成することによって、紫外線暴露による防砂シート織布の劣化を防止し、防砂シート の耐候性を向上させた防砂シートが知られている(特許文献1)。   In the revetment or quay facing the ocean, it is common to construct a backstone behind the structure to reduce earth pressure, and to lay a sand-proof sheet on the surface to prevent sucking out buried soil. As an example, in a sandproof sheet for landfill made of synthetic resin fiber woven fabric that is laid on the slope of a backfill work on a landfill revetment and prevents leakage of landfill earth and sand, above the surface of the synthetic resin fiber woven fabric above the seawater immersion site A sand-proof sheet is known that prevents deterioration of the sand-proof sheet woven fabric due to exposure to ultraviolet rays and improves the weather resistance of the sand-proof sheet by forming a vinyl chloride resin film mixed with water-permeable carbon black on the land part of (Patent Document 1).

近年、防砂シートが破損する事例が見られ、その原因として、(イ)埋設土施工に際しての土塊の衝撃、(ロ)捨て石マウンドを通過した波浪による水圧があげられている。現在使用されている防砂シートは、引張強度は大きいものの剪断強度が小さいために土塊の衝撃や波浪によって衝撃が繰り返されると破損しやすい。しかも、防砂シートの敷設位置が裏込石の表面であるため、防砂シートが弱いとその裏込め部分の表面全体が材質的な弱点となり、護岸および岸壁構造の弱点につながる懸念がある。   In recent years, there have been cases where sand-proof sheets are damaged, and the reasons for this are (i) impacts of soil blocks during construction of buried soil and (b) water pressure due to waves passing through abandoned stone mounds. Although the sandproof sheet currently used has a high tensile strength but a low shear strength, the sandproof sheet is likely to be damaged when the impact is repeated due to the impact of a clot or wave. Moreover, since the laying position of the sand proof sheet is the surface of the back lining stone, if the sand proof sheet is weak, the entire surface of the back lining part becomes a material weak point, which may lead to a weak point of the revetment and quay structure.

一方、コンクリートブロックを用いた護岸工法が知られている。例えば、岡崎式護岸工法として、コンクリート製の単床ブロックを用い、このブロックに2個の孔をあけ、上下に接するブロックの孔を相互にずらして鉄線を通じ、多数のブロックをシート状に連結して護岸の法面や川原表面に敷設する工法が知られている。この工法によれば、数百メートルに及ぶ一体のマットレスを形成して敷設することができ、護岸の形状に応じて容易に適用でる利点を有している。しかし、この施工方法は多数のブロックの孔に鉄線を通じる作業が煩雑であり、しかも多数のブロックを一本ないし数本の鉄線で連結しているので、鉄線が部分的に切断しても多数のブロックの連結が外れてコンクリートマットレス全体が崩れると云う問題がある。
特開平09−165731号
On the other hand, a revetment method using a concrete block is known. For example, as an Okazaki-type revetment method, a concrete single-floor block is used, two holes are made in this block, and the holes of the blocks that touch the top and bottom are shifted from each other, and a number of blocks are connected in sheet form through iron wires. There are known methods of laying on the bank of the revetment and the surface of the riverbank. According to this construction method, an integral mattress extending over several hundred meters can be formed and laid, and there is an advantage that it can be easily applied according to the shape of the revetment. However, in this construction method, the work of passing iron wires through the holes of many blocks is complicated, and many blocks are connected by one or several iron wires. There is a problem that the blocks are disconnected and the entire concrete mattress collapses.
JP 091655731

本発明は、従来の護岸工法における防砂シートやコンクリートブロック敷設工法にみられた上記問題を解決したものであり、波浪による裏込土の流出に対する防止効果に優れており、かつ施工が容易であり、しかも個々の連結が独立しているので部分的な破損によって全体が崩れる虞がなく、安定性に優れたコンクリートマットレスを提供する。   The present invention solves the above-mentioned problems found in the sand proof sheet and the concrete block laying method in the conventional revetment method, and is excellent in the effect of preventing the outflow of backfill soil due to waves and is easy to construct. And since each connection is independent, there is no possibility that the whole will collapse by partial breakage, and a concrete mattress excellent in stability is provided.

本発明によれば、(1)コンクリート製のパネルを用い、該パネル側部に設けたヒンジ部によって隣接する複数のパネルを平面状に折曲げ自在に相互に連結して形成したことを特徴とする技術構成によって上記課題を解決したコンクリートマットレスが提供される。   According to the present invention, (1) a concrete panel is used, and a plurality of adjacent panels are connected to each other so as to be bent into a flat shape by a hinge provided on the side of the panel. The concrete mattress which solved the above-mentioned subject by technical composition to do is provided.

本発明は、上記(1)の構成に加えて、(2)コンクリート製パネルの側部に設けた嵌合凹部の両端面に係合凹部が形成されており、該パネルに接合される他のパネル側部には上記嵌合凹部に挿入される嵌合凸部が形成されており、該嵌合凸部の端面に上記係合凹部に嵌合する係合凸部が形成されており、上記嵌合凹部の係合凹部および上記嵌合凸部の係合凸部によって各パネルのヒンジ部が形成されているコンクリートマットレスを含む。   In the present invention, in addition to the configuration of (1) above, (2) engagement recesses are formed on both end surfaces of the fitting recesses provided on the side of the concrete panel, A fitting convex portion that is inserted into the fitting concave portion is formed on the panel side portion, and an engaging convex portion that fits into the engaging concave portion is formed on an end surface of the fitting convex portion. A concrete mattress in which a hinge portion of each panel is formed by the engagement recess of the fitting recess and the engagement projection of the fitting projection is included.

本発明は、上記(2)の構成に加えて、パネルのヒンジ部において、嵌合凹部の係合凹部に代えて、嵌合凹部に係合凸部が形成されており、嵌合凸部の係合凸部に代えて、嵌合凸部に係合凹部が形成されており、上記嵌合凹部の係合凸部および上記嵌合凸部の係合凹部によって上記ヒンジ部が形成されているコンクリートマットレスを含む。   In the present invention, in addition to the configuration of (2) above, in the hinge portion of the panel, an engagement convex portion is formed in the fitting concave portion instead of the engaging concave portion of the fitting concave portion. Instead of the engaging convex portion, an engaging concave portion is formed in the fitting convex portion, and the hinge portion is formed by the engaging convex portion of the fitting concave portion and the engaging concave portion of the fitting convex portion. Includes concrete mattress.

本発明は、上記(2)または上記(3)の構成に加えて、(4)パネル片側に嵌合凹部を有する外側パネルA、Bと、パネル両側部に嵌合凹部を有する内側パネルCと、該内側パネルCを軸方向に面して二分割した形状の側端パネルD、Eとが用いられており、外側パネルAの嵌合凹部の端面には係合凹部が形成されており、一方、外側パネルBの嵌合凹部の端面には係合凸部が形成されており、内側パネルCのパネルA側の嵌合凹部両端面には係合凸部が形成されており、内側パネルCのパネルB側の嵌合凹部両端面には係合凹部が形成されており、側端パネルD、Eは嵌合凸部の両側端面に係合凹部と係合凸部がおのおの形成されており、側端パネルDと側端パネルEは互いに左右対称形状であり、各パネルの係合凹部に隣接するパネルの係合凸部が嵌着することによって各パネルが折曲げ自在に平面状に連結されているコンクリートマットレスを含む。   In addition to the configuration of (2) or (3), the present invention includes (4) outer panels A and B having fitting recesses on one side of the panel, and inner panels C having fitting recesses on both sides of the panel. , Side end panels D and E having a shape obtained by dividing the inner panel C in the axial direction are used, and an engagement recess is formed on the end surface of the fitting recess of the outer panel A. On the other hand, an engaging convex portion is formed on the end surface of the fitting concave portion of the outer panel B, and an engaging convex portion is formed on both end surfaces of the fitting concave portion on the panel A side of the inner panel C. Engaging recesses are formed on both end surfaces of the fitting recess on the panel B side of C, and the side end panels D and E are formed with engaging recesses and engaging projections on both end surfaces of the fitting projections, respectively. The side end panel D and the side end panel E are symmetrical to each other, and the panel adjacent to the engagement recess of each panel is engaged. It includes a concrete mattress in which each panel is connected in a flat shape so that it can be bent by fitting convex portions.

本発明は、上記(4)の構成に加えて、(5)外側パネルAの嵌合凹部に内側パネルCの前半分と該内側パネルCに直列した他の内側パネルCの後半分とが一体に嵌合し、各パネルCの係合凸部が上記外側パネルAの係合凹部に嵌着することによって外側パネルAと内側パネルCとがヒンジ部で連結され、該内側パネルCの嵌合凹部に外側パネルBの前半分と該外側パネルBに直列した他の外側パネルBの後半分とが一体に嵌合し、各パネルBの係合凸部が上記内側パネルCの係合凹部に嵌着することによって内側パネルCと外側パネルBとがヒンジ部で連結され、各パネルが折曲げ自在に平面状に連結されているコンクリートマットレスを含む。   In the present invention, in addition to the configuration of (4), (5) the front half of the inner panel C and the rear half of the other inner panel C in series with the inner panel C are integrated in the fitting recess of the outer panel A. The outer panel A and the inner panel C are connected by a hinge portion by fitting the engaging projections of the panels C into the engaging recesses of the outer panel A, and the inner panel C is fitted. The front half of the outer panel B and the rear half of the other outer panel B in series with the outer panel B are integrally fitted in the recess, and the engaging protrusion of each panel B becomes the engaging recess of the inner panel C. By fitting, the inner panel C and the outer panel B are connected by a hinge portion, and each panel includes a concrete mattress that is connected in a flat shape so as to be foldable.

本発明は、上記(5)に加えて、(6)隣接する内側パネルCどうしの嵌合凹部と嵌合凸部とが嵌合して複数列の内側パネルCが連結され、その両側に外側パネルAと外側パネルBが連結されているコンクリートマットレスを含む。   In the present invention, in addition to the above (5), (6) the fitting recesses and the fitting projections of the adjacent inner panels C are fitted to each other to connect the plurality of rows of inner panels C, and the outer sides are connected to both sides thereof. It includes a concrete mattress to which panel A and outer panel B are connected.

本発明は、上記(1)〜(6)の何れかに加えて、(7)コンクリート製の各パネルの表裏面を貫通する孔が設けられているコンクリートマットレスを含む。   In addition to any of the above (1) to (6), the present invention includes (7) a concrete mattress provided with holes penetrating the front and back surfaces of each concrete panel.

本発明のコンクリートマットレスは、コンクリート製のパネルを用い、該パネル側部に設けたヒンジ部によって隣接する複数のコンクリートパネルを平面状に折曲げ自在に相互に連結して形成されているので以下の効果を有する。
(イ)コンクリート製のパネルによって形成されているので、合成樹脂製シートなどよりも格段に耐久性があり、かつ重量が大きいので安定である。
(ロ)敷設される捨石マウンドあるいは地表の形状に対応して折曲げ自在であり、起伏の多い面や変形な面でも安定に施工することができる。
(ハ)鉄線を用いずにコンクリートパネル側面に形成したヒンジ部によって相互のパネルが連結されているので連結部分が強固であり、耐久性に富む。
(ニ)マットレスを構成するパネルの形状が単純であり、かつ連結方法が簡単であるので、製作および敷設施工が容易であり、施工費用も安価である。
(ホ)波力および流れの力の対して安定性が高い。
(ヘ)急勾配の斜面に施工しても安定性が良い。
(ト)パネル重量を大きくすることによって根固め工としても利用することができる。
(チ)陸上の施設として、インターロッキングなどの簡易舗装に適用することができる。
The concrete mattress of the present invention uses a concrete panel and is formed by connecting a plurality of adjacent concrete panels to each other in a planar manner by hinges provided on the side of the panel. Has an effect.
(A) Since it is formed by a concrete panel, it is much more durable than a synthetic resin sheet and is stable because it is heavy.
(B) It can be bent according to the shape of the rubble mound to be laid or the surface of the ground, and can be constructed stably even on rough surfaces and deformed surfaces.
(C) Since the panels are connected to each other by a hinge portion formed on the side of the concrete panel without using iron wires, the connecting portion is strong and rich in durability.
(D) Since the shape of the panel constituting the mattress is simple and the connecting method is simple, the manufacturing and laying construction is easy, and the construction cost is low.
(E) High stability against wave and flow forces.
(F) Stability is good even when constructed on steep slopes.
(G) By increasing the panel weight, it can also be used as a rooting work.
(H) As a land facility, it can be applied to simple pavements such as interlocking.

以下、本発明のコンクリートマットレスを図面に示す実施例を参照して具体的に説明する。図示するコンクリートマットレスは本発明の一例であり、図1はその平面図、図2は図1に示すコンクリートマットレスに用いるコンクリート製パネルの連結前の展開図、図3は各パネルの平面図である。なお、本発明において、パネル側部に形成したヒンジ部の軸方向に対して、これに対向した面を端面と云い、この軸方向に沿った面を側面と云う。また、各パネルについて図中の上側を前半部と云い、下側を後半部と云う。   Hereinafter, the concrete mattress of the present invention will be specifically described with reference to the embodiments shown in the drawings. The illustrated concrete mattress is an example of the present invention, FIG. 1 is a plan view thereof, FIG. 2 is a development view before connection of the concrete panels used in the concrete mattress shown in FIG. 1, and FIG. 3 is a plan view of each panel. . In the present invention, with respect to the axial direction of the hinge portion formed on the side portion of the panel, the surface facing this is called the end surface, and the surface along this axial direction is called the side surface. Further, for each panel, the upper side in the figure is referred to as a front half, and the lower side is referred to as a rear half.

図示するコンクリートマットレスは、コンクリート製のパネルA、B、C、Dによって形成されており、各パネル側部に設けたヒンジ部によって隣接する複数のパネルA、B、C、Dを平面状に折曲げ自在に相互に連結して形成されている。具体的には、コンクリート製のパネル側部に設けた嵌合凹部の両端面に係合凹部が形成されており、該パネルに接合される他のパネル側部には上記嵌合凹部に挿入される嵌合凸部が形成されており、該嵌合凸部の端面に上記係合凹部に嵌合する係合凸部が形成されており、上記嵌合凹部の係合凹部および上記嵌合凸部の係合凸部によって各パネルのヒンジ部が形成されている。該ヒンジ部によって複数のコンクリート製パネルが平面状に連結されることによってコンクリートマットレスが形成されている。   The illustrated concrete mattress is formed of concrete panels A, B, C, and D, and a plurality of adjacent panels A, B, C, and D are folded into a flat shape by hinge portions provided on the side portions of the panels. It is formed to be connected to each other so that it can be bent. Specifically, engaging recesses are formed on both end faces of the fitting recess provided on the side panel made of concrete, and the other panel side part joined to the panel is inserted into the fitting recess. A fitting convex portion is formed on the end surface of the fitting convex portion, and the engaging convex portion and the fitting convex portion of the fitting concave portion are formed. The hinge part of each panel is formed by the engaging convex part of the part. A concrete mattress is formed by connecting a plurality of concrete panels in a planar shape by the hinge portion.

なお、各パネルの上記ヒンジ部は、嵌合凹部の係合凹部に代えて、嵌合凹部に係合凸部が形成されており、嵌合凸部の係合凸部に代えて、嵌合凸部に係合凹部が形成されており、上記嵌合凹部の係合凸部および上記嵌合凸部の係合凹部によって上記ヒンジ部が形成されている態様を含む。 The hinge part of each panel is formed with an engaging convex part in the fitting concave part instead of the engaging concave part of the fitting concave part. The embodiment includes an aspect in which an engagement recess is formed in the protrusion, and the hinge is formed by the engagement protrusion of the engagement recess and the engagement recess of the engagement protrusion.

図示する外側パネルAはその片側側面に嵌合凹部10が形成されており、この嵌合凹部10の端面には係合凹部11、11が形成されている。また、この嵌合凹部10を設けることによってパネル前半部およびパネル後半部の片側は側方に張り出した形状になり、この部分が隣接する内側パネルCまたは側端パネルD、Eに対して嵌合凸部12、12になる。   The illustrated outer panel A has a fitting recess 10 formed on one side surface thereof, and engagement recesses 11, 11 are formed on the end surface of the fitting recess 10. Further, by providing this fitting recess 10, one side of the front half of the panel and the rear half of the panel have a shape protruding sideways, and this part is fitted to the adjacent inner panel C or side end panels D and E. The protrusions 12 and 12 are formed.

同様に、外側パネルBはその片側側面に嵌合凹部20が形成されており、この嵌合凹部20の端面には係合凸部21、21が形成されている。また、この嵌合凹部20を設けることによってパネル前半部およびパネル後半部の片側は側方に張り出した形状になり、この部分が隣接する内側パネルCまたは側端パネルD、Eに対して嵌合凸部22、22になる。   Similarly, the outer panel B has a fitting concave portion 20 formed on one side surface thereof, and engagement convex portions 21 are formed on the end surface of the fitting concave portion 20. Further, by providing this fitting recess 20, one side of the front half of the panel and the rear half of the panel have a shape protruding sideways, and this part is fitted to the adjacent inner panel C or side end panels D and E. The convex portions 22 and 22 are formed.

外側パネルAと外側パネルBの間には内側パネルCが設けられている。内側パネルCはパネル両側部に嵌合凹部30が形成されている。嵌合凹部30のうち、パネルA側の嵌合凹部30の両端面には係合凸部31、31が形成されており、パネルB側の嵌合凹部30の両端面には係合凹部32、32が形成されている。さらに、この嵌合凹部30を設けることによってパネル前半部およびパネル後半部の両側は側方に張り出した形状になり、この部分が隣接する外側パネルA、Bまたは他の内側パネルCに対して嵌合凸部33、33になる。   An inner panel C is provided between the outer panel A and the outer panel B. The inner panel C has fitting recesses 30 formed on both sides of the panel. Engaging convex portions 31 and 31 are formed on both end surfaces of the fitting concave portion 30 on the panel A side, and the engaging concave portion 32 is formed on both end surfaces of the fitting concave portion 30 on the panel B side. , 32 are formed. Further, by providing the fitting recess 30, both sides of the front half of the panel and the rear half of the panel are projected sideways, and this part is fitted to the adjacent outer panel A, B or other inner panel C. It becomes the joint convex part 33,33.

図示するコンクリートマットレスの前端部には側端パネルDが設けられている。側端パネルDは上記内側パネルCを軸方向に対して二分割した形状を有しており、その後半部は両側に張り出した嵌合凸部40を形成している。この嵌合凸部40の外側に面するパネルA側の端面には係合凹部41が形成されており、パネルB側の端面には係合凸部42が形成されている。   A side end panel D is provided at the front end of the illustrated concrete mattress. The side end panel D has a shape obtained by dividing the inner panel C into two parts with respect to the axial direction, and the rear half of the side end panel D forms fitting projections 40 projecting on both sides. An engagement concave portion 41 is formed on the end surface on the panel A side facing the outside of the fitting convex portion 40, and an engagement convex portion 42 is formed on the end surface on the panel B side.

同様に、コンクリートマットレスの後端部には側端パネルEが設けられている。側端パネルEは上記内側パネルCを軸方向に対して二分割した形状を有しており、その前半部は両側に張り出した嵌合凸部50を形成している。この嵌合凸部50の外側に面するパネルA側の端面には係合凹部51が形成されており、パネルB側の端面には係合凸部52が形成されている。側端パネルDと側端パネルEは互いに左右対称の形状を有している。   Similarly, a side end panel E is provided at the rear end of the concrete mattress. The side end panel E has a shape obtained by dividing the inner panel C into two in the axial direction, and the front half of the side end panel E forms fitting protrusions 50 projecting on both sides. An engagement concave portion 51 is formed on the end surface on the panel A side facing the outside of the fitting convex portion 50, and an engagement convex portion 52 is formed on the end surface on the panel B side. The side end panel D and the side end panel E have symmetrical shapes.

上記各パネルの嵌合凹部10、20、30と嵌合凸部12、22、33、40、50は互いに折曲げ自在な隙間を保って嵌合するように形成されており、係合凸部21、31、41、51は互いに折曲げ自在な隙間を保って嵌合するように形成されている。一例として、図4に示すように、係合凸部Tをパネルに沿った矩形断面に形成し、一方、係合凹部Sは縦方向の差込み溝S1と横方向の係合溝S2とが連なった形状とし、上記係合凸部Tを縦に差込み溝S1に挿入した後にパネルを90度回転して係合凸部Tを横向きにして係合溝S2に嵌着させるように形成されている。この係合構造によれば、係合凸部Tは係合溝S2から外れ難く、かつ係合溝S2を係合凸部Tより大きく形成することによって、パネルを回動自在(折曲げ自在)に連結することができる。   The fitting concave portions 10, 20, 30 and the fitting convex portions 12, 22, 33, 40, 50 of each panel are formed so as to be fitted with a foldable gap between them, and the engaging convex portions 21, 31, 41, 51 are formed so as to be fitted with a bendable gap. As an example, as shown in FIG. 4, the engaging convex portion T is formed in a rectangular cross section along the panel, while the engaging concave portion S is formed by connecting the vertical insertion groove S <b> 1 and the lateral engaging groove S <b> 2. After the engagement convex portion T is vertically inserted into the insertion groove S1, the panel is rotated 90 degrees so that the engagement convex portion T faces sideways and is fitted in the engagement groove S2. . According to this engagement structure, the engagement convex portion T is difficult to be removed from the engagement groove S2, and the panel is freely rotatable (foldable) by forming the engagement groove S2 larger than the engagement convex portion T. Can be linked to.

図1に示すように、複数(図中3枚)の外側パネルAと外側パネルBとがおのおの直列に突き合わせて両側に並設されており、この外側パネルAの列と外側パネルBの列の間に、図中2枚の内側パネルCと図中3枚の内側パネルCの列とが交互に並設されている。図中2枚の内側パネルCの列には、前端に側端パネルDと後端に側端パネルEとが設けられている。   As shown in FIG. 1, a plurality (three in the figure) of an outer panel A and an outer panel B are arranged side by side in parallel with each other, and the rows of the outer panel A and the outer panel B are arranged in parallel. In the meantime, two inner panels C in the figure and three inner panels C in the figure are alternately arranged in parallel. In the row of two inner panels C in the figure, a side end panel D is provided at the front end, and a side end panel E is provided at the rear end.

図1および図2に示すように、上記外側パネルAの嵌合凹部10に対して、内側パネルCの前半部と該内側パネルCに直列に接する他の内側パネルCの後半部とが一体に組み合わされて形成された嵌合凸部33が嵌合し、内側パネルCの係合凸部31が外側パネルAの係合凹部11に嵌着することによって外側パネルAと内側パネルCとがヒンジ部で折曲げ自在に連結されている。   As shown in FIGS. 1 and 2, the front half of the inner panel C and the rear half of the other inner panel C in series with the inner panel C are integrated with the fitting recess 10 of the outer panel A. The fitting convex part 33 formed in combination is fitted, and the engaging convex part 31 of the inner panel C is fitted into the engaging concave part 11 of the outer panel A, whereby the outer panel A and the inner panel C are hinged. It is connected so that it can be bent at the part.

同様に、上記外側パネルBの嵌合凹部20に対して、内側パネルCの前半部と該内側パネルCに直列に隣接した他の内側パネルCの後半部とが一体に組み合わされて形成された嵌合凸部33が嵌合し、内側パネルCの係合凹部32が外側パネルBの係合凸部21に嵌着することによって外側パネルBと内側パネルCとがヒンジ部で折曲げ自在に連結されている。   Similarly, the front half of the inner panel C and the rear half of the other inner panel C adjacent to the inner panel C are integrally combined with the fitting recess 20 of the outer panel B. The fitting projection 33 is fitted, and the engagement recess 32 of the inner panel C is fitted to the engagement projection 21 of the outer panel B, so that the outer panel B and the inner panel C can be bent at the hinge portion. It is connected.

内側パネルCの複数の列は、軸方向に面して二分割した長さで交互に前後に位置をずらして配置されており、内側パネルCの嵌合凹部30に対して、内側パネルCの前半部と該内側パネルCに直列に接する他の内側パネルCの後半部とが一体に組み合わされて形成された嵌合凸部33が嵌合し、内側パネルCの係合凹部32に隣接する他の内側パネルCの係合凸部31が嵌着することによって、内側パネルCが相互に折曲げ自在に連結されている。   The plurality of rows of the inner panel C are arranged in two axially facing lengths and are alternately shifted in the front-rear direction. A fitting convex portion 33 formed by integrally combining the front half portion and the rear half portion of the other inner panel C in series with the inner panel C is fitted, and is adjacent to the engaging concave portion 32 of the inner panel C. By fitting the engaging projections 31 of the other inner panels C, the inner panels C are connected to each other so as to be foldable.

側端パネルD、Eに対して外側パネルA、Bおよび内側パネルCとの連結も各パネルの上記連結構造と同様に形成されている。   The side panels D and E are connected to the outer panels A and B and the inner panel C in the same manner as the connection structure of each panel.

以上のように、本発明のコンクリートマットレスは、パネルがパネル毎にヒンジ部によって相互に連結されており、鉄筋によって連結されていない。従って、一部の鉄筋が切れることによってマットレス全体が壊れるなどの欠点がなく、安定性が高い。また、パネルの連結はヒンジ部が形成されれば良く、構造上の制約がないので、任意の数のパネルを連結することができる。さらに、各パネルが軸方向に対向した方向に折曲げ自在に連結されているので、図5に示すように、起伏のある斜面などに対しても安定に設置することができる。   As described above, in the concrete mattress of the present invention, the panels are connected to each other by the hinge portion for each panel and are not connected by the reinforcing bars. Therefore, there is no defect such as the entire mattress being broken by cutting off some of the reinforcing bars, and the stability is high. Further, the panel may be connected by forming a hinge portion, and there is no structural restriction, so that an arbitrary number of panels can be connected. Furthermore, since each panel is connected so as to be foldable in a direction opposite to the axial direction, the panel can be stably installed on an uneven slope as shown in FIG.

本発明のコンクリートマットレスは、コンクリート製の各パネルにその表裏面を貫通する孔(図示省略)が設けられているコンクリートマットレスを含む。この貫通孔は複数の孔をパネル表裏面に均一に設けると良い。孔の合計面積はパネル表面または裏面の10%程度が適当である。このような貫通孔を設けることによって、海の防波堤や護岸の根固めに適用する場合には、マットレスに作用する揚圧力(下から持ち上げる力)を低減する効果を得ることができる。   The concrete mattress of the present invention includes a concrete mattress in which holes (not shown) penetrating the front and back surfaces are provided in each concrete panel. This through hole is preferably provided with a plurality of holes uniformly on the front and back surfaces of the panel. The total area of the holes is suitably about 10% of the front or back surface of the panel. By providing such a through-hole, when applied to sea breakwaters and seawall consolidation, it is possible to obtain an effect of reducing lifting pressure (force lifting from below) acting on the mattress.

コンクリートマットレスの平面図Top view of concrete mattress コンクリート製パネルの連結前の展開図Exploded view before connecting concrete panels 各パネルの平面図Plan view of each panel 係合凸部と係合凹部の一例を示す部分概略斜視図Partial schematic perspective view showing an example of the engaging convex portion and the engaging concave portion コンクリートマットレスの敷設状態を示す概念図Conceptual diagram showing the state of concrete mattress laying

符号の説明Explanation of symbols

A−外側パネル、B−外側パネル、C−内側パネル、D−側端パネル、E−側端パネル、10−嵌合凹部、11−係合凹部、12−嵌合凸部、20−嵌合凹部、21−係合凸部、22−嵌合凸部、30−嵌合凹部、31−係合凸部、32−係合凹部、33−嵌合凸部、40−嵌合凸部、41−係合凸部、42−係合凹部、50−嵌合凹部、51−係合凸部、52−係合凹部 A-outer panel, B-outer panel, C-inner panel, D-side end panel, E-side end panel, 10-fitting recess, 11-engagement recess, 12-fitting projection, 20-fitting Concave part, 21-engagement convex part, 22-fitting convex part, 30-fitting concave part, 31-engagement convex part, 32-engagement concave part, 33-fitting convex part, 40-fitting convex part, 41 -Engaging convex part, 42-engaging concave part, 50-fitting concave part, 51-engaging convex part, 52-engaging concave part

Claims (7)

コンクリート製のパネルを用い、該パネル側部に設けたヒンジ部によって隣接する複数のパネルを平面状に折曲げ自在に相互に連結して形成したことを特徴とするコンクリートマットレス。
A concrete mattress formed by using a concrete panel and connecting a plurality of adjacent panels to each other in a planar manner by hinges provided on the side of the panel.
コンクリート製パネルの側部に設けた嵌合凹部の両端面に係合凹部が形成されており、該パネルに接合される他のパネル側部には上記嵌合凹部に挿入される嵌合凸部が形成されており、該嵌合凸部の端面に上記係合凹部に嵌合する係合凸部が形成されており、上記嵌合凹部の係合凹部および上記嵌合凸部の係合凸部によって各パネルのヒンジ部が形成されている請求項1に記載するコンクリートマットレス。
Engaging recesses are formed on both end faces of the engaging recess provided on the side of the concrete panel, and the other projecting side of the panel to be joined to the panel is a fitting protrusion that is inserted into the engaging recess. Are formed on the end surface of the fitting convex portion, and the engaging concave portion of the fitting concave portion and the engaging convex portion of the fitting convex portion are formed. The concrete mattress according to claim 1, wherein a hinge portion of each panel is formed by the portion.
請求項2に記載するパネルのヒンジ部において、嵌合凹部の係合凹部に代えて、嵌合凹部に係合凸部が形成されており、嵌合凸部の係合凸部に代えて、嵌合凸部に係合凹部が形成されており、上記嵌合凹部の係合凸部および上記嵌合凸部の係合凹部によって上記ヒンジ部が形成されているコンクリートマットレス。
In the hinge part of the panel according to claim 2, instead of the engaging concave part of the fitting concave part, an engaging convex part is formed in the fitting concave part, and instead of the engaging convex part of the fitting convex part, A concrete mattress in which an engagement concave portion is formed in the fitting convex portion, and the hinge portion is formed by the engagement convex portion of the fitting concave portion and the engagement concave portion of the fitting convex portion.
パネル片側に嵌合凹部を有する外側パネルA、Bと、パネル両側部に嵌合凹部を有する内側パネルCと、該内側パネルCを軸方向に面して二分割した形状の側端パネルD、Eとが用いられており、外側パネルAの嵌合凹部の端面には係合凹部が形成されており、一方、外側パネルBの嵌合凹部の端面には係合凸部が形成されており、内側パネルCのパネルA側の嵌合凹部両端面には係合凸部が形成されており、内側パネルCのパネルB側の嵌合凹部両端面には係合凹部が形成されており、側端パネルD、Eは嵌合凸部の両側端面に係合凹部と係合凸部がおのおの形成されており、側端パネルDと側端パネルEは互いに左右対称形状であり、各パネルの係合凹部に隣接するパネルの係合凸部が嵌着することによって各パネルが折曲げ自在に平面状に連結されている請求項2または3に記載するコンクリートマットレス。
Outer panels A and B having a fitting recess on one side of the panel, an inner panel C having a fitting recess on both sides of the panel, and a side end panel D having a shape obtained by dividing the inner panel C in the axial direction, E is used, and an engagement recess is formed on the end surface of the engagement recess of the outer panel A, while an engagement protrusion is formed on the end surface of the engagement recess of the outer panel B. , Engagement convex portions are formed on both end surfaces of the fitting recess on the panel A side of the inner panel C, and engagement concave portions are formed on both end surfaces of the fitting recess on the panel B side of the inner panel C, The side end panels D and E are respectively formed with engaging concave portions and engaging convex portions on both side end surfaces of the fitting convex portion, and the side end panel D and the side end panel E are symmetrical to each other. Each panel is flat so that it can be bent by fitting the engaging convex part of the panel adjacent to the engaging concave part. Concrete mattress according to claim 2 or 3 is connected to.
外側パネルAの嵌合凹部に内側パネルCの前半分と該内側パネルCに直列した他の内側パネルCの後半分とが一体に嵌合し、各パネルCの係合凸部が上記外側パネルAの係合凹部に嵌着することによって外側パネルAと内側パネルCとがヒンジ部で連結され、該内側パネルCの嵌合凹部に外側パネルBの前半分と該外側パネルBに直列した他の外側パネルBの後半分とが一体に嵌合し、各パネルBの係合凸部が上記内側パネルCの係合凹部に嵌着することによって内側パネルCと外側パネルBとがヒンジ部で連結され、各パネルが折曲げ自在に平面状に連結されている請求項4に記載するコンクリートマットレス。
The front half of the inner panel C and the rear half of the other inner panel C in series with the inner panel C are integrally fitted in the fitting recess of the outer panel A, and the engaging projections of each panel C are the outer panels. The outer panel A and the inner panel C are connected by a hinge portion by fitting in the engaging recess of A, and the front half of the outer panel B and the outer panel B are connected in series to the fitting recess of the inner panel C. The rear half of the outer panel B is integrally fitted, and the engaging projections of each panel B are fitted into the engaging recesses of the inner panel C, whereby the inner panel C and the outer panel B are hinge portions. The concrete mattress according to claim 4, wherein the panels are connected to each other and are connected to each other in a flat shape so as to be bent.
請求項5において、隣接する内側パネルCどうしの嵌合凹部と嵌合凸部とが嵌合して複数列の内側パネルCが連結され、その両側に外側パネルAと外側パネルBが連結されている請求項5に記載するコンクリートマットレス。
In Claim 5, the fitting recessed part and fitting convex part of adjacent inner side panel C fit, and the inner side panel C of multiple rows is connected, and the outer side panel A and the outer side panel B are connected on the both sides. A concrete mattress according to claim 5.
コンクリート製の各パネルの表裏面を貫通する孔が設けられている請求項1〜6の何れかに記載するコンクリートマットレス。


The concrete mattress in any one of Claims 1-6 in which the hole which penetrates the front and back of each panel made from concrete is provided.


JP2006124306A 2006-04-27 2006-04-27 Concrete mattress Pending JP2007297778A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008208669A (en) * 2007-02-28 2008-09-11 Toa Doboku Kk Revetment block
CN103696436A (en) * 2014-01-10 2014-04-02 王克杭 Water permeable soil-retaining baffle wall and manufacturing method thereof
JP2017120019A (en) * 2015-12-24 2017-07-06 東日本旅客鉄道株式会社 Roadbed shape maintaining plate, establishment method for roadbed shape maintaining plate and roadbed shape maintaining structure
CN108589653A (en) * 2018-05-14 2018-09-28 中国路桥工程有限责任公司 A kind of new concrete hinge row

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008208669A (en) * 2007-02-28 2008-09-11 Toa Doboku Kk Revetment block
CN103696436A (en) * 2014-01-10 2014-04-02 王克杭 Water permeable soil-retaining baffle wall and manufacturing method thereof
CN103696436B (en) * 2014-01-10 2015-12-16 王克杭 One is permeable stays native barricade and preparation method thereof
JP2017120019A (en) * 2015-12-24 2017-07-06 東日本旅客鉄道株式会社 Roadbed shape maintaining plate, establishment method for roadbed shape maintaining plate and roadbed shape maintaining structure
CN108589653A (en) * 2018-05-14 2018-09-28 中国路桥工程有限责任公司 A kind of new concrete hinge row

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