JP3187264U - Gabion - Google Patents

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JP3187264U
JP3187264U JP2013005198U JP2013005198U JP3187264U JP 3187264 U JP3187264 U JP 3187264U JP 2013005198 U JP2013005198 U JP 2013005198U JP 2013005198 U JP2013005198 U JP 2013005198U JP 3187264 U JP3187264 U JP 3187264U
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gabion
lifting
surface support
support portion
iron wire
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政男 菊池
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富士金網製造株式会社
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Abstract

【課題】法面に配設する蛇篭の敷設作業を効率的かつ安全に行うことが出来る蛇篭を提供する。
【解決手段】底面材12、側面材14、15、上蓋材によって成形される蛇篭本体に、二個以上の吊上用金具20を配する。吊上用金具20は、底面材12の下を支持する下面支持部21と、下面支持部21の端部から立ち上げた垂直部と、垂直部の上端部に吊上用フックを係止させる係止部を備える。係止部は、上蓋材より上に位置させてなり、吊上用金具20は、少なくとも底面材12の左右両端部近傍に配設する。蛇篭は、吊上用金具20を備えるので、石材を充填した後に重機車両を介して吊り上げ、移動させることが出来る。
【選択図】図4
A gabion capable of efficiently and safely laying a gabion disposed on a slope is provided.
Two or more lifting metal fittings 20 are arranged on a gabion body formed by a bottom material 12, side materials 14, 15 and an upper lid material. The lifting bracket 20 has a lower surface support portion 21 that supports the bottom of the bottom surface member 12, a vertical portion raised from an end portion of the lower surface support portion 21, and a lifting hook that is engaged with an upper end portion of the vertical portion. A locking part is provided. The locking portion is positioned above the upper lid member, and the lifting hardware 20 is disposed at least near the left and right ends of the bottom surface member 12. Since the gabion is provided with the lifting metal fitting 20, it can be lifted and moved via a heavy machinery vehicle after being filled with stone.
[Selection] Figure 4

Description

本考案は、蛇篭に係り、とくに法面(傾斜地)に敷設する際の作業効率を向上させることの出来る蛇篭の構造に関する。   The present invention relates to a gabion, and more particularly to a gabion structure that can improve work efficiency when laying on a slope (inclined ground).

図14に示すように、法面(傾斜面)Qの補強、あるいは緑化等を目的とした土木工事を行うときには、蛇篭1を用いることがある。蛇篭(ふとん篭;ドレン篭)1は、太い金属線を用いて成形したフレーム材に金属製ネットを配設した、底面材、側面材、上蓋材を組み合わせて成形するもので、内部に砂利等の石材を充填して上蓋材を配し、これを法面Qに敷設する。   As shown in FIG. 14, the gabion 1 may be used when performing civil engineering work for the purpose of reinforcing the slope (inclined surface) Q or greening. A gabion (drain porcelain) 1 is formed by combining a bottom material, a side material, and an upper cover material in which a metal net is arranged on a frame material formed using a thick metal wire. The top cover material is arranged by filling the stone material, and this is laid on the slope Q.

従来、蛇篭1を法面Qに設置するときには、まず傾斜のない平場Pへ組み立て前の蛇篭のパーツ材を運び入れ、現場(平場)において底面と側面を組み立てて必要個数を準備した後、クレーン車等により蛇篭1を法面Qへ移動させ、作業員によって蛇篭1の固定作業を行った。   Conventionally, when installing the gabion 1 on the slope Q, first bring the parts of the gabions before assembly to the flat field P without inclination, prepare the required number by assembling the bottom and side surfaces on the site (flat field), then the crane The gabion 1 was moved to the slope Q by a car or the like, and the gabion 1 was fixed by an operator.

次に、敷設した蛇篭1へ石材を充填する作業を行う。この場合も、クレーン車等によって石材を移動させて充填する。   Next, an operation of filling the laid gabion 1 with a stone is performed. Also in this case, the stone is moved and filled by a crane truck or the like.

次いで、充填した砂利を均し、転圧を行い、上面に上蓋材をかぶせた後、当該上蓋材を適宜手段によって側面材と結束固定する(例えば、特許文献1)。   Next, the filled gravel is leveled, rolled, and the upper cover material is covered on the upper surface, and then the upper cover material is bound and fixed to the side material by an appropriate means (for example, Patent Document 1).

蛇篭1は、透水性に優れ、柔軟性に富み、地盤変化になじみ良く対応する等の利点をもっている。法面(斜面)Qに設置した場合は、湧水や浸透水を効果的に排出し、地表面の浸食を防止し、客土吹付けの落ち着きも良く、緑化が可能である等、土木作業に適した効能を発揮する。近時は、高耐食性線材の普及により、法面以外への適用場面も広がっている。   The gabion 1 has advantages such as excellent water permeability, high flexibility, and adaptability to ground changes. When installed on the slope (slope) Q, civil engineering work such as effective discharge of spring water and seepage water, prevention of erosion of the ground surface, good calming of soil spraying, and greening Indications suitable for Recently, the spread of highly corrosion-resistant wire has expanded the application scenes other than slopes.

特開2009−133062号JP 2009-133302 A

問題は、蛇篭を法面に敷設する際の施工コストと安全性である。   The problem is the construction cost and safety when laying a gabion on the slope.

従来の蛇篭は、平場において蛇篭を組み立て、これを法面に移動させて敷設した後、傾斜面において蛇篭に石材を充填する作業を行うが、傾斜地における石材の充填、転圧、上蓋材の固定作業は、平場における作業と異なり処理速度が遅くなる。工期を短縮するには人員の増員しかないが、同一人数で工事を行う場合には工期を短縮できないため、施工コストの削減は難しい。   Conventional gabions are assembled on a flat ground, moved to the slope, laid, and then filled with stones on the slopes. Filling stones, rolling, and fixing the top lid on slopes. The work is slower in processing speed than work on a flat field. The only way to shorten the work period is to increase the number of personnel. However, if the work is carried out by the same number of people, the work period cannot be shortened, so it is difficult to reduce the construction cost.

また従来の蛇篭は、法面における安全確保が困難であった。多くの作業人員を傾斜地に配して、蛇篭の設置、石材の充填、石材の均し、転圧、上蓋材の閉鎖といった作業を長時間にわたって行うため、安全性確保のためのロープの設置が人数分必要となる場合もあるが、ロープを係留する樹木が少ない場所ではアンカーを打ち込む等、作業前の下準備にも時間を要するので、実際には、安全確保の手順を省くケースも生じやすいからである。   Further, it has been difficult to ensure safety on the slope of the conventional gabion. A lot of workers are placed on the slopes, and installation of gabions, filling of stones, leveling of stones, rolling, and closing of the top cover are carried out for a long time. Although it may be necessary for the number of people, it takes time to prepare for the work, such as driving anchors in places where there are few trees to moor the rope. Because.

そこで、本考案の目的は、法面に配設する蛇篭の敷設作業を効率的かつ安全に行うことが出来るようにする点にある。   Therefore, an object of the present invention is to enable efficient and safe laying work of gabions arranged on a slope.

前記目的を達成するため、本考案に係る蛇篭は、骨線に金網を配設した底面材、側面材、上蓋材によって成形される蛇篭本体に、二個以上の吊上用金具を配するものであって、この吊上用金具は、前記底面材の下を支持する下面支持部と、当該下面支持部の端部から立ち上げた垂直部と、当該垂直部の上端部に吊上用フックを係止させる係止部を備え、当該係止部は、前記上蓋材より上に位置させてなり、この吊上用金具は、少なくとも前記底面材の左右両端部近傍に配設する(請求項1)。   In order to achieve the above object, the gabion according to the present invention has two or more lifting metal fittings disposed on a gabion body formed by a bottom material, a side material, and an upper lid material in which a wire mesh is disposed on a bone line. The lifting bracket includes a lower surface support portion that supports the bottom of the bottom surface material, a vertical portion raised from an end portion of the lower surface support portion, and a lifting hook on an upper end portion of the vertical portion. The locking portion is positioned above the upper lid member, and the lifting metal fitting is disposed at least near both left and right end portions of the bottom surface material. 1).

本考案に係る蛇篭は、吊上用金具を備えるので、石材を充填した後に重機車両(クレーン車等)を介して吊り上げ、移動させることが出来る。   Since the gabion according to the present invention is provided with a lifting metal fitting, it can be lifted and moved via a heavy machinery vehicle (such as a crane truck) after being filled with stone.

吊上用金具は、蛇篭の底面材の左右両端部近傍に配するが、蛇篭が大きい場合は中央部に適宜数を増加して配設することが出来る。この吊上用金具は、下面支持部を備えるので、蛇篭に石材を詰めた後に吊り上げた場合でも、下面支持部が蛇篭の底面材を下方から支持して当該蛇篭の変形を最小限に抑える。吊上用金具の係止部は、上蓋材の上方に位置させてあるので重機による吊り上げは、蛇篭の上蓋材を閉じた後に行うことが可能である。   The lifting metal fittings are arranged in the vicinity of the left and right ends of the bottom member of the gabion, but when the gabion is large, it can be arranged in an appropriate number in the center. Since this lifting metal fitting is provided with a lower surface support portion, even when the gabion is filled with stones and then lifted, the lower surface support portion supports the bottom material of the gabion from below to minimize deformation of the gabion. Since the latching portion of the lifting metal fitting is positioned above the upper lid member, the lifting by the heavy machinery can be performed after closing the upper lid member of the gabion.

吊上用金具は、一本の鉄線を折曲させて形成するものであって、当該鉄線の両端部の突き合わせ部位を、金属製の抱持材を介して溶接し、当該抱持材を、吊上用金具の下面支持部に設ける場合がある(請求項2)。   The lifting metal fitting is formed by bending a single iron wire, welding the butted portions of both ends of the iron wire via a metal holding material, and the holding material, In some cases, it is provided on the lower surface support portion of the lifting metal fitting.

吊上用金具は、石材を詰めた蛇篭を吊り上げる強度をもつことが必要であるが、ある程度の太さ(外径)をもった一本の鉄線を折曲成形することによって、吊上用金具を成形することが出来る。   The lifting bracket needs to have the strength to lift a gabion filled with stone, but it can be bent by forming a single iron wire with a certain thickness (outer diameter). Can be molded.

この場合、底面材の下を支持する下面支持部と、下面支持部の端部から立ち上げる垂直部は、例えば、線材を平行に設けつつ成形し、垂直部の上端部に設ける係止部を逆U字状に湾曲成形することによって吊上用金具を成形できる。   In this case, the lower surface support part that supports the bottom of the bottom material and the vertical part that rises from the end of the lower surface support part are formed, for example, by forming the wire material in parallel, and the locking part provided at the upper end part of the vertical part. A lifting metal fitting can be formed by curve-forming in an inverted U shape.

一本の鉄線(金属線材)を折曲して成形する場合、鉄線の端部の突き合わせ部を結合させる必要がある。本考案に係る吊上用金具は、下面支持部に突き合わせ部を設け、この突き合わせ部を金属製の抱持材を介して溶接するから、当該部分に引っ張り方向の外力がかかりにくい構造であり、蛇篭の吊り上げ時の強度保証を高めることが出来る。   When a single iron wire (metal wire) is bent and formed, it is necessary to join the butted portion at the end of the iron wire. The lifting metal fitting according to the present invention has a structure in which an abutment portion is provided on the lower surface support portion, and the abutment portion is welded via a metal holding member, so that external force in the pulling direction is not easily applied to the portion. Strength assurance when lifting a gabion can be increased.

吊上用金具の下面支持部の両端部近傍に、鉄線の湾曲を抑える平板状の補強材を設ける場合がある(請求項3)。   In some cases, a flat reinforcing material that suppresses the bending of the iron wire is provided in the vicinity of both ends of the lower surface support portion of the lifting metal fitting (claim 3).

石材を充填した後に蛇篭を吊り上げたときには、吊上重機のフックの真下、とくに吊上用金具の下面支持部の両端部近傍が撓みやすい。下面支持部が十分な強度をもっている場合は問題ないが、吊上用金具を一本の鉄線によって成形する場合、下面支持部の両端部近傍を平板状の補強材を介して補強することにより、下面支持部の変形を防止し、蛇篭の安全な吊り上げ移動を可能とすることが出来る。蛇篭の製造コストを抑えるには有利である。   When the gabion is lifted after the stone is filled, it is easy to bend right under the hook of the lifting heavy machine, particularly in the vicinity of both ends of the lower surface support portion of the lifting bracket. There is no problem when the lower surface support portion has sufficient strength, but when forming the lifting bracket with a single iron wire, by reinforcing the vicinity of both end portions of the lower surface support portion through a flat reinforcing material, It is possible to prevent the lower surface support portion from being deformed and to allow the gabion to be safely lifted and moved. It is advantageous to reduce the manufacturing cost of gabion.

本考案に係る蛇篭によれば、平場において石材を詰めた後に吊り上げて法面に移動させることが出来るので、蛇篭の敷設作業を効率的かつ安全に行うことが可能となる。   According to the gabion according to the present invention, the stone can be lifted and moved to the slope after being filled with stones in a flat place, so that the gabion laying operation can be performed efficiently and safely.

実施形態に係る蛇篭を例示する斜視図である。It is a perspective view which illustrates the gabion concerning an embodiment. 実施形態に係る吊上用金具と底面材の組立作業を例示する図である。It is a figure which illustrates the assembly operation | work of the lifting metal fitting and bottom material which concerns on embodiment. 実施形態に係る吊上用金具と底面材の組立状態を例示する図である。It is a figure which illustrates the assembly state of the metal fitting for lifting and bottom material concerning an embodiment. 図3の状態から側面材を配する作業過程を例示する図である。It is a figure which illustrates the operation | work process which distributes a side material from the state of FIG. 図4の状態から上蓋材を配する作業過程を例示する図である。It is a figure which illustrates the operation | work process which distributes an upper cover material from the state of FIG. 実施形態に係る吊上用金具を拡大して例示する図である。It is a figure which expands and illustrates the metal fitting for lifting concerning an embodiment. 実施形態に係る吊上用金具の抱持材を例示する断面図である。It is sectional drawing which illustrates the holding material of the lifting metal fitting which concerns on embodiment. 実施形態に係る吊上用金具の補強材を側面から例示する図である。It is a figure which illustrates the reinforcing material of the lifting metal fitting which concerns on embodiment from a side surface. 実施形態に係る蛇篭を平面から例示する図である。It is a figure which illustrates the gabion concerning an embodiment from a plane. 実施形態に係る蛇篭を長手方向の側面から例示する図である。It is a figure which illustrates the gabion which concerns on embodiment from the side surface of a longitudinal direction. 実施形態に係る蛇篭を短手方向の側面から例示する図である。It is a figure which illustrates the gabion which concerns on embodiment from the side surface of a transversal direction. 実施形態に係る蛇篭を平場から吊り上げる状態を例示する図である。It is a figure which illustrates the state which lifts the gabion which concerns on embodiment from a flat field. 実施形態に係る蛇篭を傾けて吊り上げる状態を例示する図である。It is a figure which illustrates the state which inclines and lifts the gabion which concerns on embodiment. 法面に蛇篭を敷設する従来一般の図である。It is a conventional general figure which lays a gabion on the slope.

図1に示すように、本考案に係る蛇篭10は、蛇篭本体11に二個以上の吊上用金具20を配設するものであるが、本実施形態では、例えば、三個の吊上用金具を配する場合を例示する。   As shown in FIG. 1, a gabion 10 according to the present invention has two or more hoisting brackets 20 disposed on a gabion main body 11. The case where a metal fitting is arranged is illustrated.

組立順序は、例えば図2に示すように、三個の吊上用金具20を略均等間隔で設置し、蛇篭本体11の底面材12の金網網目に吊上用金具20を通して、図3に示すように、底面材12の下面を吊上用金具20の下面支持部21によって支持させる。   As shown in FIG. 2, for example, as shown in FIG. 2, three lifting brackets 20 are installed at substantially equal intervals, and the lifting bracket 20 is passed through the wire mesh of the bottom material 12 of the gabion body 11 and shown in FIG. As described above, the lower surface of the bottom member 12 is supported by the lower surface support portion 21 of the lifting bracket 20.

次に、図4に示すように、底面材12の長手方向および短手方向に側面材14、15を配する。この後、石材(間詰材;図示せず)を充填し、該石材を均して転圧した後、図5に示すように、上蓋材16を被せ、当該上蓋材16の金網網目から吊上用金具20の上端部を突出させ、図1に示す蛇篭10を作る。なお、側面材14、15は、ヒンジ等、適宜の連結手段を介して予め底面材12と一体化させておくことが望ましい。組立作業を容易化させるためである。   Next, as shown in FIG. 4, the side members 14 and 15 are arranged in the longitudinal direction and the short direction of the bottom member 12. After that, after filling the stone material (blanking material; not shown), leveling and rolling the stone material, as shown in FIG. 5, the upper lid material 16 is covered and suspended from the wire mesh of the upper lid material 16. The upper end portion of the upper metal fitting 20 is protruded to make the gabion 10 shown in FIG. Note that the side members 14 and 15 are preferably integrated with the bottom member 12 in advance through appropriate connecting means such as a hinge. This is to facilitate the assembly work.

吊上用金具20は、より具体的には、例えば図6に示すように、蛇篭本体11の底面材12の下を支持する下面支持部21と、該下面支持部21の端部から立ち上げた垂直部22と、該垂直部22の上端部に吊上用フックを係止させる係止部23を設けて構成する。係止部23は、蛇篭本体11の上蓋材16より上に突出するよう設ける。   More specifically, for example, as shown in FIG. 6, the lifting bracket 20 is raised from a lower surface support portion 21 that supports the bottom of the bottom surface material 12 of the gabion body 11 and an end portion of the lower surface support portion 21. The vertical portion 22 and a locking portion 23 for locking the lifting hook at the upper end of the vertical portion 22 are provided. The locking portion 23 is provided so as to protrude above the upper lid member 16 of the gabion main body 11.

この吊上用金具20は、例えば、一本の鉄線を折曲させて成形することが出来る。この場合は、下面支持部21と垂直部22の部分は鉄線が並列になるよう成形し、係止部23は、例えば逆U字状を呈するように成形する。係止部23と垂直部22の横幅は、蛇篭本体11の金網網目の最大の隙間寸法よりも小さく設定し、網目を通すことが出来るようにしておく。   For example, the lifting bracket 20 can be formed by bending a single iron wire. In this case, the lower surface support portion 21 and the vertical portion 22 are formed so that the iron wires are in parallel, and the locking portion 23 is formed to have, for example, an inverted U shape. The lateral width of the locking portion 23 and the vertical portion 22 is set to be smaller than the maximum gap size of the wire mesh of the gabion main body 11 so that the mesh can be passed.

また、鉄線の両端部の突き合わせ部位は、例えば図7にも示すように、金属製の抱持材26を介して溶接することが好ましい。27は、溶接部である。   Moreover, it is preferable to weld the butt | matching site | part of the both ends of an iron wire via the metal holding material 26, as shown, for example in FIG. Reference numeral 27 denotes a welded portion.

抱持材26は、例えば、二枚の金属製板材26−1、26−2によって鉄線Fを挟んで溶接する。或いは金属製板材に孔部を穿設して鉄線Fの端部を嵌入して突き合わせ、溶接を行っても良い。符号Eは、鉄線Fの突き合わせ部分に生じうる若干の隙間である。なお、理解を容易にするために、この隙間Eは、図面上強調して描いた。   For example, the holding member 26 is welded with the iron wire F sandwiched between two metal plate members 26-1 and 26-2. Alternatively, a hole may be formed in a metal plate material, and the end of the iron wire F may be fitted and abutted to perform welding. Reference E is a slight gap that may occur at the butted portion of the iron wire F. In order to facilitate understanding, the gap E is drawn with emphasis on the drawing.

図6に戻り、吊上用金具20は、下面支持部21の両端部近傍に、吊り上げ時における鉄線(F)の湾曲を抑える平板状の補強材28を設けることが望ましい。   Returning to FIG. 6, it is desirable that the lifting bracket 20 is provided with a flat reinforcing member 28 in the vicinity of both end portions of the lower surface support portion 21 to suppress the curvature of the iron wire (F) during lifting.

この補強材28は、例えば、図8に示すように、鉄線Fの上に金属製平板材(溶接用フラットバー)を当接させた上で溶接を行い、当該金属製平板材(溶接用フラットバー)を鉄線Fに固着させる。29は溶接部である。   For example, as shown in FIG. 8, the reinforcing member 28 is welded after a metal flat plate (welding flat bar) is brought into contact with the iron wire F, and the metal flat plate (welding flat). Bar) is fixed to iron wire F. Reference numeral 29 denotes a welded portion.

このような補強材28を設けることにより、下面支持部21の両端部近傍の撓み変形が最小限に抑えられる。このため、蛇篭10を吊り上げたときに蛇篭本体11の底面材12が石材重量によって撓もうとしても、吊上用金具20は変形しにくく、下面支持部21は蛇篭本体11の底面材12をしっかりと支持するので、蛇篭本体11の底面材12の撓み変形は最小限に抑えられ、吊り上げ時における蛇篭本体11の変形も最小限に抑えることが出来る。   By providing such a reinforcing member 28, bending deformation in the vicinity of both end portions of the lower surface support portion 21 can be minimized. For this reason, even if the bottom member 12 of the gabion body 11 is bent due to the stone weight when the gabion 10 is lifted, the lifting bracket 20 is not easily deformed, and the lower surface support 21 firmly holds the bottom member 12 of the gabion body 11. Therefore, the bending deformation of the bottom surface member 12 of the gabion main body 11 can be suppressed to a minimum, and the deformation of the gabion main body 11 during lifting can be minimized.

図9〜図11は、蛇篭本体11に吊上用金具20を配した状態を例示するものである。図9、図10に示すように、吊上用金具20の下面支持部21は、蛇篭本体11の短手方向に沿って平行に配列する。吊上用金具20の配設本数は少なくとも二個以上配する。蛇篭本体11の底面材12の左右両端近傍を下面支持部21によって支持するためである。この実施形態では、蛇篭本体11の底面材12の中央部にも吊上用金具20を配したが、蛇篭本体11の大きさに応じて吊上用金具20の数は三個以上に増加させても良い。   9 to 11 illustrate a state in which the lifting metal fitting 20 is arranged on the gabion main body 11. As shown in FIGS. 9 and 10, the lower surface support portions 21 of the lifting hardware 20 are arranged in parallel along the short direction of the gabion body 11. At least two suspension metal fittings 20 are arranged. This is because the bottom surface portion 12 of the gabion body 11 is supported by the lower surface support portion 21 in the vicinity of both left and right ends. In this embodiment, the lifting bracket 20 is also arranged at the center of the bottom surface member 12 of the gabion body 11, but the number of lifting brackets 20 is increased to three or more according to the size of the gabion body 11. May be.

また図11に示すように、吊上用金具20の下面支持部21の端部は、蛇篭本体11の底面材12の骨線Nの内側近傍に位置させる。このようにすれば、当該骨線Nと、これに近接させた下面支持部21の補強材28とが相俟って、底面材12の撓みは最小限に抑えられる。   Further, as shown in FIG. 11, the end portion of the lower surface support portion 21 of the lifting bracket 20 is positioned in the vicinity of the inside of the bone line N of the bottom surface material 12 of the gabion main body 11. In this way, the bone line N and the reinforcing material 28 of the lower surface support portion 21 close to the bone line N are combined, and the bending of the bottom surface material 12 can be minimized.

かかる構成によれば、図12に示すように、平場Pにおいて組み立て石材を詰めた蛇篭10を、クレーン等の重機Wを介して吊り上げ、法面Qに移動させることができる。Rはロープ、Sは吊り上げ時のバランスをとる中継材である。吊上用金具20にロープRを係止させるときは、例えば、図示しない係止材(フック等)を用いる。   According to such a configuration, as shown in FIG. 12, the gabion 10 filled with assembly stones in the flat field P can be lifted via the heavy machine W such as a crane and moved to the slope Q. R is a rope, and S is a relay material that balances when lifting. When the rope R is locked to the lifting bracket 20, for example, a locking material (such as a hook) (not shown) is used.

なお、蛇篭10を吊り上げるときは、図13に示すように、中継材Sと蛇篭10とを連絡するロープRの長さを調節することによって、蛇篭10が法面Qと略同一の傾斜をもつよう吊り上げることが望ましい。蛇篭10を傾斜させて吊り上げると、法面Qに設置させる際の位置調整が容易かつ安全となり、作業効率を高めることが出来るからである。   Note that when the gabion 10 is lifted, the gabion 10 has substantially the same slope as the slope Q by adjusting the length of the rope R connecting the relay material S and the gabion 10, as shown in FIG. It is desirable to lift it up. This is because, when the gabion 10 is tilted and lifted, the position adjustment when installing on the slope Q is easy and safe, and the working efficiency can be increased.

このように、従来の蛇篭の敷設作業とは異なり、平場Pにおいて石材詰めを終えた蛇篭10を重機Wによって法面Qに移動させれば、法面Qにおける作業の工程数が少なくなる結果として、敷設作業の効率が高まり、作業員の員数も抑えることが可能となる。また安全性も確保しやすい。   Thus, unlike the conventional gabion laying operation, if the gabion 10 that has been packed with stones in the flat field P is moved to the slope Q by the heavy equipment W, the number of work steps on the slope Q is reduced. As a result, the efficiency of laying work is increased and the number of workers can be reduced. It is also easy to ensure safety.

本考案に係る吊上用金具20は、蛇篭本体11の底面材12を支持する下面支持部21を備えるので、吊り上げ時における蛇篭10の変形は最小限に抑えられ、蛇篭10は、石材を詰めた状態であっても重機Wによる吊り上げ移動に耐える。法面Qに移動させた蛇篭10は、ロープRの係止を解除してそのまま敷設すればよく、吊上用金具20を除去する必要はない。   Since the lifting bracket 20 according to the present invention includes the lower surface support portion 21 that supports the bottom surface material 12 of the gabion body 11, the deformation of the gabion 10 during lifting is minimized, and the gabion 10 is filled with stone. Withstand heavy lifting with heavy equipment W The gabion 10 moved to the slope Q may be laid as it is after the lock of the rope R is released, and it is not necessary to remove the lifting bracket 20.

本考案に係る蛇篭は、以上の実施形態に限定されない。例えば、吊上用金具20の配設本数は、二個以上であっても構わない。吊上用金具20を構成する鉄線Fの外径は、吊上用金具20の配設数に応じて適宜調整できる。なお、吊上用金具20の鉄線Fの外径は、例えば4〜10mm程度、通常の場合は6mm程度の線材を用いることが出来る。   The gabion according to the present invention is not limited to the above embodiment. For example, the number of the lifting metal fittings 20 may be two or more. The outer diameter of the iron wire F constituting the lifting metal fitting 20 can be adjusted as appropriate according to the number of the lifting metal fittings 20 provided. In addition, the outer diameter of the iron wire F of the lifting metal fitting 20 can be, for example, about 4 to 10 mm, and in a normal case, a wire of about 6 mm can be used.

吊上用金具20は一本の鉄線Fで成形するものに限らない。鉄線Fに代えて他の金属素材の線材を用いても良いし、下面支持部21および垂直部22は鉄線Fに代えて、鉄その他の金属板材を用いて成形しても良い。   The lifting metal fitting 20 is not limited to one formed by a single iron wire F. Instead of the iron wire F, a wire material of another metal material may be used, and the lower surface support portion 21 and the vertical portion 22 may be formed using iron or another metal plate material instead of the iron wire F.

吊上用金具20の係止部23は、必ずしも逆U字状に成形する必要はない。係止フックと係合できる形状、例えば、環状、逆V字状であっても良いし、吊り上げ時のバランスを保てる幅寸法に設定すれば直線状のものでも良い。   The locking portion 23 of the lifting bracket 20 need not necessarily be formed in an inverted U shape. A shape that can be engaged with the locking hook, for example, an annular shape or an inverted V shape may be used, or a linear shape may be used if the width is set so as to maintain a balance when lifting.

蛇篭は、直方体のものに限定されない。立方体のもの、円筒形のもの、または平面五角形以上の多角形のものにも適用できる。   The gabion is not limited to a rectangular parallelepiped. The present invention can also be applied to a cube, a cylinder, or a polygon having a planar pentagon or higher.

直方体の蛇篭を用いる場合、長手方向の側面材の骨線は、ヒンジを介して底面材の骨線に固定しても良い。また接続用のコイル材を介して両者を締結固定することも出来る。その他の固定材を介して両者を締結固定しても良い。   When a rectangular parallelepiped gabion is used, the bone line of the side member in the longitudinal direction may be fixed to the bone line of the bottom member via a hinge. Moreover, both can also be fastened and fixed via the coil material for a connection. Both may be fastened and fixed via other fixing materials.

10 蛇篭
11 蛇篭本体
12 底面材
14、15 側面材
16 上蓋材
20 吊上用金具
21 下面支持部
22 垂直部
23 係止部
26 抱持材
26−1、26−2 金属製板材
27、29 溶接部
28 補強材
E 隙間
F 鉄線
N 骨線
P 平場
Q 法面
R ロープ
S 中継材
W 重機
DESCRIPTION OF SYMBOLS 10 Gabion 11 Gabion main body 12 Bottom material 14, 15 Side surface material 16 Top cover material 20 Lifting bracket 21 Lower surface support part 22 Vertical part 23 Locking part 26 Holding material 26-1, 26-2 Metal plate material 27, 29 Welding Part 28 Reinforcement material E Clearance F Iron wire N Bone wire P Flat field Q Slope R Rope S Relay material W Heavy machinery

Claims (3)

骨線に金網を配設した底面材、側面材、上蓋材によって成形される蛇篭本体に、二個以上の吊上用金具を配するものであって、
この吊上用金具は、
前記底面材の下を支持する下面支持部と、
当該下面支持部の端部から立ち上げた垂直部と、
当該垂直部の上端部に吊上用フックを係止させる係止部を備え、
当該係止部は、前記上蓋材より上に位置させてなり、
この吊上用金具は、
少なくとも前記底面材の左右両端部近傍に配設することを特徴とする蛇篭。
Distributing two or more lifting metal fittings to the gabion body formed by the bottom material, side material, and upper lid material in which a wire mesh is disposed on the bone line,
This lifting bracket is
A lower surface support part for supporting the bottom material,
A vertical part raised from the end of the lower surface support part;
A locking portion for locking the lifting hook to the upper end of the vertical portion;
The locking portion is located above the upper lid material,
This lifting bracket is
A gabion characterized by being disposed at least near the left and right ends of the bottom material.
吊上用金具は、
一本の鉄線を折曲させて形成するものであって、
当該鉄線の両端部の突き合わせ部位を、金属製の抱持材を介して溶接し、
当該抱持材を、吊上用金具の下面支持部に設けることを特徴とする請求項1記載の蛇篭。
The lifting bracket is
It is formed by bending a single iron wire,
Weld the butted parts of both ends of the iron wire through a metal holding material,
The gabion according to claim 1, wherein the holding member is provided on a lower surface support portion of the lifting metal fitting.
吊上用金具の下面支持部の両端部近傍に、鉄線の湾曲を抑える平板状の補強材を設けることを特徴とする請求項2記載の蛇篭。   3. A gabion according to claim 2, wherein a flat plate-like reinforcing material that suppresses the bending of the iron wire is provided in the vicinity of both ends of the lower surface support portion of the lifting metal fitting.
JP2013005198U 2013-09-06 2013-09-06 Gabion Expired - Fee Related JP3187264U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019019483A (en) * 2017-07-13 2019-02-07 株式会社ドーコン Frame structure
JP7204157B1 (en) 2022-05-24 2023-01-16 小岩金網株式会社 Futon basket and suspension structure of futon basket

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019019483A (en) * 2017-07-13 2019-02-07 株式会社ドーコン Frame structure
JP7204157B1 (en) 2022-05-24 2023-01-16 小岩金網株式会社 Futon basket and suspension structure of futon basket
JP2023172574A (en) * 2022-05-24 2023-12-06 小岩金網株式会社 Gabion, and hanging structure of gabion

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