JP6767463B2 - Plate-shaped suspension frame device and laying method - Google Patents
Plate-shaped suspension frame device and laying method Download PDFInfo
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- JP6767463B2 JP6767463B2 JP2018229497A JP2018229497A JP6767463B2 JP 6767463 B2 JP6767463 B2 JP 6767463B2 JP 2018229497 A JP2018229497 A JP 2018229497A JP 2018229497 A JP2018229497 A JP 2018229497A JP 6767463 B2 JP6767463 B2 JP 6767463B2
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- 239000000725 suspension Substances 0.000 title claims description 102
- 238000000034 method Methods 0.000 title claims description 10
- 239000010426 asphalt Substances 0.000 claims description 17
- 239000002184 metal Substances 0.000 description 6
- 238000010276 construction Methods 0.000 description 4
- 102100040428 Chitobiosyldiphosphodolichol beta-mannosyltransferase Human genes 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 239000000470 constituent Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000009991 scouring Methods 0.000 description 2
- 101100491335 Caenorhabditis elegans mat-2 gene Proteins 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
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- Load-Engaging Elements For Cranes (AREA)
Description
本発明は海洋構造物の摩擦増大や洗堀防止、底質の吸出し防止を行うために、海底地盤上等に敷設するアスファルトマットのような板状体の吊り装置および敷設工法に関する。 The present invention relates to a plate-like suspension device such as an asphalt mat and a laying method for laying on the seabed ground or the like in order to increase friction of marine structures, prevent scouring, and prevent bottom sediment from being sucked out.
従来、ケーソン等海洋構造物の下面に敷設して摩擦係数を増大させる目的で使用したり、海底地盤の上面に配置して、波浪や潮流等による洗掘から地盤を保護するために、アスファルトマットが使用されている。 Conventionally, asphalt mats are laid on the underside of marine structures such as caissons to increase the coefficient of friction, or placed on the upper surface of the seabed to protect the ground from scouring caused by waves and tidal currents. Is used.
前記アスファルトマット1は図16に示されるように上下の2層に分けて施工するアスファルト層2、3の間に金網やガラスクロス等のような内部補強部材4を配置して、一体化して構成しているもので、前記内部補強部材に対応させた位置にマットワイヤー部材5を所定の間隔で平行に配置して設けている。 As shown in FIG. 16, the asphalt mat 1 is integrally formed by arranging an internal reinforcing member 4 such as a wire mesh or a glass cloth between the asphalt layers 2 and 3 which are divided into upper and lower layers and constructed. The matte wire members 5 are arranged in parallel at predetermined intervals at positions corresponding to the internal reinforcing members.
前記マットワイヤー部材5は、両端部に荷役に使用するアイ部6をそれぞれ配置しており、前記アイ部6を吊り枠のフック等に係止させ、吊り枠による荷役を行い得るようにしている。また、前記マットワイヤー部材5の両端部には端部固定板部材7をマット部材中に埋めるようにして配置し、中間部には所定の間隔で固定板8……を配置して、マット内部からマットワイヤー部材5が抜け出さないように保持させる。 The mat wire member 5 has eye portions 6 used for cargo handling arranged at both ends thereof, and the eye portions 6 are locked to hooks or the like of a suspension frame so that cargo handling by the suspension frame can be performed. .. Further, the end fixing plate members 7 are arranged so as to be buried in the mat members at both ends of the mat wire member 5, and the fixing plates 8 ... Are arranged at predetermined intervals in the intermediate portion inside the mat. The mat wire member 5 is held so as not to come out from the.
前記アスファルトマットのような板状体の荷役を行うための吊り枠としては下記特許文献に示されるようなものが知られている。
吊り枠は、図17、18に示されるような構成を有するものであり、吊り枠50の下部に吊具を介してアスファルトマット1を支持し、クレーンのフック56に対して多数本の吊り用ワイヤー部材55、55aを用いて支持させるようにしている。 The suspension frame has a configuration as shown in FIGS. 17 and 18, and the asphalt mat 1 is supported under the suspension frame 50 via a suspension tool, and a large number of suspension frames are attached to the hooks 56 of the crane. The wire members 55 and 55a are used to support the crane.
また、前記吊り枠50においては、図18に示すように、枠体の両端部に設けた端枠部材53、53aに対して、係止具54、54aをそれぞれ配置し、前記係止具を水平軸を介して、端枠部材に対して回転可能に設けており、前記係止具をマット部材のマットワイヤー部材に張力を付与する方向に回転させ、アスファルトマット1のたわみを小さくしてから、吊り用ワイヤー部材55、55aを用いて吊り枠50を吊り上げ、クレーンにより任意に位置に移動させ得るようにしている。 Further, in the suspension frame 50, as shown in FIG. 18, locking tools 54 and 54a are arranged with respect to the end frame members 53 and 53a provided at both ends of the frame body, and the locking tools are mounted. It is rotatably provided with respect to the end frame member via the horizontal axis, and the locking tool is rotated in a direction of applying tension to the mat wire member of the mat member to reduce the deflection of the asphalt mat 1. The suspension frame 50 is lifted by using the suspension wire members 55 and 55a, and can be moved to an arbitrary position by a crane.
ところで、アスファルトマットを敷設する場所は、ほぼ平らな海底地盤のみではなく、前記海底に構築する捨石基礎等のように、上面の平らな面と海底地盤の平らな面や上面の平らな面と下面の捨石基礎等のような下面の平らな面とを接続するように、傾斜した法面が位置されていることもある。 By the way, the place where the asphalt mat is laid is not only the almost flat seabed ground, but also the flat surface of the upper surface and the flat surface of the seabed ground and the flat surface of the upper surface such as the rubble foundation constructed on the seabed. An inclined slope may be positioned so as to connect to a flat surface of the lower surface such as a rubble foundation on the lower surface.
下記特許文献2は、大サイズのマットを容易に敷設可能にする吊り枠装置を提供することを目的とし、従来の平らな場所での工事にも容易に適用可能な吊り枠装置として提案されたものである。
図19に示すように、クレーンワイヤー26を斜面の勾配に合わせて長さを変え、かつ、アスファルトマットを、吊り下げる状態で保持する吊り枠体10は、マットを施工する現場の状態に合わせて支持枠を折り曲げて、支持するマットをその途中の部分で曲げ得るように、施工場所の状態に対応させ得るように構成している。 As shown in FIG. 19, the suspension frame body 10 for which the length of the crane wire 26 is changed according to the slope of the slope and the asphalt mat is held in a suspended state is adjusted to the state of the site where the mat is constructed. The support frame is bent so that the mat to be supported can be bent in the middle of the frame so that it can correspond to the condition of the construction site.
そのために、吊り枠体10の長さ方向の中央部よりも、一方の側に偏った位置に設けたヒンジ部17を介して、主枠材13と副枠材14とに分けて枠体を構成しており、主枠材13に対して、副枠材14を曲折させ得るように構成している。 Therefore, the frame body is divided into a main frame member 13 and a sub frame member 14 via a hinge portion 17 provided at a position biased to one side of the central portion in the length direction of the suspension frame body 10. It is configured so that the sub-frame member 14 can be bent with respect to the main frame member 13.
図中26はクレーンワイヤー、11は所定の間隔で突出させて設けた被係止部材である。 In the figure, 26 is a crane wire, and 11 is a locked member provided so as to project at a predetermined interval.
吊り枠体10にマット30を保持させて施工場所にまで搬送し、基礎の法面にマット30の下部が接した状態となり、枠体に設けた補助脚20がマットを押圧する状態で、斜面に接して停止する。 The mat 30 is held by the hanging frame body 10 and transported to the construction site, the lower part of the mat 30 is in contact with the slope of the foundation, and the auxiliary legs 20 provided on the frame press the mat on the slope. Stop in contact with.
その後に、尚も吊り枠体10を下降させようとすると、主枠材13は斜面に乗った状態で斜めに停止するので、上部の副枠材14のみがヒンジ部17の支軸を中心にして、反時計方向に曲折されて、マット30の副枠材14に支持される部分が、基礎の平面部の上に乗るように位置決めされる。 After that, if the suspension frame body 10 is still to be lowered, the main frame member 13 stops diagonally while riding on the slope, so that only the upper subframe member 14 is centered on the support shaft of the hinge portion 17. Then, it is bent counterclockwise so that the portion of the mat 30 supported by the sub-frame member 14 is positioned so as to ride on the flat surface portion of the foundation.
そして、その状態で、吊り枠体10に設けている係止保持部材を操作して、各々の吊りワイヤー31の係止を解除し、マット30を所定の場所に位置決めした状態で枠体から開放してから、吊り枠体10を上昇させて次のマット敷設の作業に対処させる。 Then, in that state, the locking holding member provided on the hanging frame body 10 is operated to release the locking of each hanging wire 31, and the mat 30 is released from the frame body in a state of being positioned at a predetermined position. Then, the hanging frame body 10 is raised to cope with the next mat laying work.
アスファルトマット(可撓性の板状体)1の敷設には、通常、前記のような吊り枠体10を使用しているが、防波堤背後の捨石マウンド等に敷設する場合は、平面部、斜面部等勾配に変化がある。勾配が変化する部分では、ヒンジ部17を配置していないため、吊り枠体10が捨石マウンドに接触し、玉掛けワイヤーロープ28の取り外し作業が困難になるため、玉掛けワイヤーロープ28を長くする工夫で対応してきた。 Normally, the suspension frame body 10 as described above is used for laying the asphalt mat (flexible plate-shaped body) 1, but when laying it on a rubble mound behind a breakwater, a flat surface portion or a slope is used. There is a change in the partial gradient. Since the hinge portion 17 is not arranged in the portion where the gradient changes, the hanging frame body 10 comes into contact with the rubble mound, which makes it difficult to remove the sling wire rope 28. Therefore, the sling wire rope 28 is lengthened. It has corresponded.
しかし、図20に示すように玉掛けワイヤーロープ28を長くすると吊上げ時にマットのたわみが必要以上に大きくなる。さらにワイヤーロープが長いため位置決めが難しくなる等施工速度が低下する。 However, as shown in FIG. 20, when the sling wire rope 28 is lengthened, the deflection of the mat becomes larger than necessary when it is lifted. Furthermore, since the wire rope is long, positioning becomes difficult and the construction speed decreases.
特に、玉掛けワイヤーロープを長くしてあるため、吊上げ時のマットのたわみが必要以上に大きくなり、マットへの負荷が大きい。 In particular, since the sling wire rope is long, the mat bends more than necessary when it is lifted, and the load on the mat is large.
前記図19に示す特許文献2に示すものでは、クレーンワイヤー26の長さを勾配に合わせて決定し、勾配ごとに位置決めが必要となる。 In the case shown in Patent Document 2 shown in FIG. 19, the length of the crane wire 26 is determined according to the gradient, and positioning is required for each gradient.
さらに、防波堤背後の捨石マウンド等に敷設する場合は、平面部、斜面部等勾配に変化があるが、特許文献2に示すものでは、このような勾配が2箇所以上変化する場合には対応できない。 Further, when laying on a rubble mound behind a breakwater, there is a change in the slope such as a flat surface portion and a slope portion, but the one shown in Patent Document 2 cannot cope with the case where such a gradient changes in two or more places. ..
本発明の目的は前記従来例の不都合を解消し、マットを吊り上げた時のたわみを小さくできるため、敷設時の位置決めも容易にでき、玉掛けワイヤーロープにテンションがかからず、取り外しが容易であり、勾配角度によらず、かつ、断面の勾配変化が2箇所以上の場合も敷設が可能な板状体の吊り枠装置および敷設工法を提供することにある。 An object of the present invention is to eliminate the inconvenience of the above-mentioned conventional example and reduce the deflection when the mat is lifted, so that the positioning at the time of laying can be easily performed, the sling wire rope is not tensioned, and the mat can be easily removed. Another object of the present invention is to provide a plate-shaped suspension frame device and a laying method that can be laid regardless of the slope angle and even when the slope change of the cross section is two or more places.
前記目的を達成するため板状体の吊り枠装置としては、請求項1記載の本発明は、アスファルトマットのような板状体を吊り下げる吊り枠として、縦梁と横梁からなる吊り枠の縦梁をH型の吊部材の短手部材の端部に2枚並行フランジの蝶番金具と、1枚フランジの蝶番金具を設け、これら蝶番金具を嵌合させ、連結結合して連続させた多関節フレームとした本体吊り枠と、この本体吊り枠を吊支し、クレーンから吊支される補助吊り枠とからなることを要旨とするものである。 As a plate-shaped suspension frame device for achieving the above object, the present invention according to claim 1 is a vertical suspension frame composed of a vertical beam and a horizontal beam as a suspension frame for suspending a plate-like body such as an asphalt mat. A hinge fitting with two parallel flanges and a hinge fitting with one flange are provided at the end of the short member of the H-shaped suspension member, and these hinge fittings are fitted, connected and connected to make a continuous multi-joint. The gist is that it consists of a main body suspension frame as a frame and an auxiliary suspension frame that suspends and supports the main body suspension frame and is suspended from a crane.
請求項2記載の本発明は、板状体の敷設工法として、請求項1の吊り枠装置を使用し、クレーンから吊支される補助吊り枠で本体吊り枠を水平に吊支し、この本体吊り枠でアスファルトマットのような板状体を吊支し、平坦部・斜面部等勾配変化に合わせて板状体および本体吊り枠を同様に変化させて板状体を敷設することを要旨とするものである。 The present invention according to claim 2 uses the suspension frame device of claim 1 as a method for laying a plate-like body, and suspends the main body suspension frame horizontally with an auxiliary suspension frame suspended from a crane. The gist is to suspend a plate-like body such as an asphalt mat with a suspension frame, and lay the plate-like body by changing the plate-like body and the main body suspension frame in the same manner according to changes in the gradient of flat parts, slopes, etc. It is something to do.
請求項1および請求項2記載の本発明によれば、本体吊り枠を補助吊り枠で吊ることにより、マットの玉掛けワイヤーロープを通常の長さにすることができ、吊り上げ時のマットのたわみを小さくすることができる。また、補助吊り枠は本体吊り枠よりも小さくすることができる。 According to the first and second aspects of the present invention, by suspending the main body suspension frame with the auxiliary suspension frame, the sling wire rope of the mat can be made to have a normal length, and the deflection of the mat at the time of lifting can be increased. It can be made smaller. Further, the auxiliary suspension frame can be made smaller than the main body suspension frame.
さらに、図14に示すように、平坦部・斜面部等勾配変化に合わせて本体吊り枠が勾配に沿って変形するため、各勾配それぞれ同時にマットの位置を確認でき、玉掛けワイヤーロープにテンションがかからず、玉外しが容易にできる。 Further, as shown in FIG. 14, since the main body suspension frame is deformed along the gradient according to the gradient change such as the flat portion and the slope portion, the position of the mat can be confirmed at the same time for each gradient, and the sling wire rope is tensioned. It is easy to remove the ball.
これに加えて、図15に示すように、勾配の変化が2箇所以上になっても、本体吊り枠が凸部、凹部に合わせて変形するので、1枚のマットで敷設可能である。 In addition to this, as shown in FIG. 15, even if the gradient changes at two or more places, the main body suspension frame is deformed according to the convex portion and the concave portion, so that it can be laid with one mat.
さらに、縦梁と横梁からなる吊枠の縦梁を多関節フレームとするのに、ピン構造のH型の吊部材を用いることで簡単に形成でき、H型の吊部材は可動式の継手で連結することにより、本体吊り枠のH型の吊部材が各々独立して勾配に合わせた角度に変化する。また、可動式の継手は、凸部、凹部両方に対応可能である。 Furthermore, the vertical beam of the suspension frame consisting of vertical beams and horizontal beams can be easily formed by using an H-shaped suspension member with a pin structure to form an articulated frame, and the H-type suspension member is a movable joint. By connecting, the H-shaped hanging members of the main body hanging frame independently change to the angle according to the gradient. In addition, the movable joint can handle both convex and concave parts.
以上述べたように本発明の板状体の吊り枠装置および敷設工法は、マットを吊り上げた時のたわみを小さくできるため、敷設時の位置決めも容易にでき、玉掛けワイヤーロープにテンションがかからず、取り外しが容易であり、断面の勾配角度によらず、かつ、勾配変化が2箇所以上の場合も敷設が可能なものである。 As described above, the plate-shaped hanging frame device and the laying method of the present invention can reduce the deflection when the mat is lifted, so that the positioning at the time of laying can be easily performed and the sling wire rope is not tensioned. It is easy to remove, and it can be laid regardless of the slope angle of the cross section and when the slope changes at two or more places.
以下、図面について本発明の実施の形態を詳細に説明する。図1は本発明の板状体の吊り枠装置および敷設工法に使用する吊り枠の1実施形態を示す平面図、図2は同上側面図、図3は同上正面図で、本発明も縦梁15と横梁16からなる吊り枠を使用するが、本発明の吊り枠は、クレーンから吊支される補助吊り枠18と、この補助吊り枠18で吊支する本体吊り枠19からなるものである。 Hereinafter, embodiments of the present invention will be described in detail with respect to the drawings. FIG. 1 is a plan view showing one embodiment of a plate-shaped hanging frame device of the present invention and a hanging frame used in a laying method, FIG. 2 is a side view of the same as above, FIG. 3 is a front view of the same as above, and the present invention also has a vertical beam. A suspension frame composed of 15 and a cross beam 16 is used, and the suspension frame of the present invention is composed of an auxiliary suspension frame 18 suspended from a crane and a main body suspension frame 19 suspended by the auxiliary suspension frame 18. ..
本体吊り枠19は縦梁15を蝶番結合による関節の多関節フレームとするが、この縦梁15の多関節は管体からなるH型の吊部材21の継手をピン構造とするが、該可動継手構造は、図4に示すようにH型の吊部材21の短手部材の端部に2枚並行フランジの蝶番金具22aと、1枚フランジの蝶番金具22bを設け、これら蝶番金具22aと22bとを嵌合させ、図9に示す連結ピン23で結合して連続させた。 In the main body suspension frame 19, the vertical beam 15 is a hinged articulated frame, and the multi-joint of the vertical beam 15 has a pin structure of a joint of an H-shaped suspension member 21 made of a tubular body. As shown in FIG. 4, the joint structure is provided with two parallel flange hinge metal fittings 22a and a single flange hinge metal fitting 22b at the end of the short member of the H-shaped suspension member 21, and these hinge metal fittings 22a and 22b. And were fitted together and connected by the connecting pin 23 shown in FIG. 9 to be continuous.
連結ピン23は端部に拡径のフランジ23aを形成し、該フランジ23aに平行にして座金23bを介在させて、割ピン23cで止めるものであるが、簡単に抜き差しが可能で、前記H型の吊部材21の継手を必要に応じて結着・分離でき、図13に示すようにトラック等で搬送可能である。 The connecting pin 23 has a flange 23a with an enlarged diameter formed at the end thereof, a washer 23b is interposed in parallel with the flange 23a, and the connecting pin 23 is fixed by a split pin 23c. The joint of the suspension member 21 can be connected and separated as needed, and can be transported by a truck or the like as shown in FIG.
前記H型の吊部材21の短手部材は縦梁15の構成部材であり、短手部材同士を連結する中央の長手部材は横梁16の構成部材であり、短手部材の上面中央には図12に示すようにフランジによる吊り板24を少し傾斜を付けて突設した。 The short member of the H-shaped suspension member 21 is a constituent member of the vertical beam 15, the central longitudinal member connecting the short members is a constituent member of the cross beam 16, and the upper surface center of the short member is shown in the drawing. As shown in No. 12, the hanging plate 24 by the flange was projected with a slight inclination.
図中25は操作レバーを有するマットワイヤー係止部で、これもH型の吊部材21の短手部材に各々設けている。 In the figure, 25 is a mat wire locking portion having an operation lever, which is also provided on each of the short members of the H-shaped suspension member 21.
また、H型の吊部材21の長手部材の下側に接地板を有する脚部27を2個並べて突設した。 In addition, two legs 27 having a grounding plate were provided side by side on the lower side of the longitudinal member of the H-shaped suspension member 21.
このようにして、前記H型の吊部材21を連続させて形成した本体吊り枠19は可動式継手を有するものとして、全体がはしご状の枠となる。 In this way, the main body suspension frame 19 formed by continuously forming the H-shaped suspension member 21 has a movable joint, and the whole becomes a ladder-shaped frame.
前記本体吊り枠19に対して補助吊り枠18は同じく縦梁15と横梁16からなるはしご状の吊り枠であるが、すべて固定部材であり、長さは本体吊り枠19としても、幅は本体吊り枠19よりも狭く全体として小さく形成できる。 The auxiliary suspension frame 18 is a ladder-shaped suspension frame also composed of a vertical beam 15 and a horizontal beam 16 with respect to the main body suspension frame 19, but they are all fixed members, and even if the length is the main body suspension frame 19, the width is the main body. It is narrower than the suspension frame 19 and can be formed smaller as a whole.
なお、補助吊り枠18も搬送のために分解できる構造とすることができる。 The auxiliary suspension frame 18 can also have a structure that can be disassembled for transportation.
次に使用法について説明する。図14、図15に示すように板状体としてのマット30はワイヤー31で本体吊り枠19により吊支し、本体吊り枠19は補助吊り枠18からワイヤー32で吊支し、補助吊り枠18はクレーンフックからクレーンワイヤー33で吊支する。 Next, the usage will be described. As shown in FIGS. 14 and 15, the mat 30 as a plate-like body is suspended by a wire 31 by a main body suspension frame 19, and the main body suspension frame 19 is suspended from an auxiliary suspension frame 18 by a wire 32. Is suspended from the crane hook by the crane wire 33.
本体吊り枠19にマット30を水平に保持させて施工場所にまで搬送し、マット30を着床させる。 The mat 30 is held horizontally by the main body suspension frame 19 and transported to the construction site, and the mat 30 is landed on the floor.
本体吊り枠19の脚部27がマット30を押圧する状態で停止する。ワイヤー31の長さが短く、マットを吊り上げた時のたわみを小さくでき、また、本体吊り枠19がマット(斜面勾配)と同様に変形するため、敷設時の位置決めも容易にでき、玉掛けワイヤーロープにテンションがかからず、マットワイヤー係止部25を操作して取り外しが容易にできる。 The legs 27 of the main body suspension frame 19 stop in a state of pressing the mat 30. The length of the wire 31 is short, the deflection when the mat is lifted can be reduced, and since the main body hanging frame 19 is deformed in the same manner as the mat (slope slope), positioning during laying can be easily performed, and the sling wire rope. No tension is applied to the mat, and the mat wire locking portion 25 can be operated for easy removal.
このようにしてマット30を所定の場所に位置決めした状態で本体吊り枠19を開放してから、本体吊り枠19および補助吊り枠18を上昇させて次のマット敷設の作業に対処させる。 After opening the main body suspension frame 19 with the mat 30 positioned at a predetermined position in this way, the main body suspension frame 19 and the auxiliary suspension frame 18 are raised to cope with the next mat laying work.
1…アスファルトマット
2、3…アスファルト層
4…内部補強部材 5…マットワイヤー部材
6…アイ部 7…端部固定板部材
8…固定板 10…吊り枠体
11…被係止部材 13…主枠材
14…副枠材 15…縦梁
16…横梁 17…ヒンジ部
18…補助吊り枠 19…本体吊り枠
20…補助脚 21…H型の吊部材
22a,22b…蝶番金具 23…連結ピン
23a…フランジ 23b…座金
23c…割ピン 24…吊り板
25…マットワイヤー係止部 26…クレーンワイヤー
27…脚部 28…玉掛けワイヤーロープ
30…マット 31…ワイヤー
32…ワイヤー 33…クレーンワイヤー
50…吊り枠 53、53a…端枠部材
54…係止具 55、55a…吊り用ワイヤ部材
56…クレーンのフック
1 ... Asphalt mat 2, 3 ... Asphalt layer 4 ... Internal reinforcing member 5 ... Mat wire member 6 ... Eye part 7 ... End fixing plate member 8 ... Fixing plate 10 ... Hanging frame body 11 ... Locked member 13 ... Main frame Material 14 ... Sub-frame material 15 ... Vertical beam 16 ... Horizontal beam 17 ... Hinging part 18 ... Auxiliary suspension frame 19 ... Main body suspension frame 20 ... Auxiliary legs 21 ... H-shaped suspension members 22a, 22b ... Hinge metal fittings 23 ... Connecting pins 23a ... Flange 23b ... Washer 23c ... Split pin 24 ... Suspension plate 25 ... Mat wire locking part 26 ... Crane wire 27 ... Leg 28 ... Sling wire rope 30 ... Mat 31 ... Wire 32 ... Wire 33 ... Crane wire 50 ... Suspension frame 53 , 53a ... End frame member 54 ... Locking tool 55, 55a ... Hanging wire member 56 ... Crane hook
Claims (2)
Using the suspension frame device of claim 1, the main body suspension frame is suspended by an auxiliary suspension frame suspended from a crane, and a plate-like body such as an asphalt mat is suspended by this main body suspension frame. A plate-shaped body laying method characterized by laying a plate-shaped body by similarly changing the plate-shaped body and the main body suspension frame according to a change in slope such as a slope.
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