JP2011069078A - Cage frame for earth retaining wall, and method for assembling the same - Google Patents

Cage frame for earth retaining wall, and method for assembling the same Download PDF

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JP2011069078A
JP2011069078A JP2009219884A JP2009219884A JP2011069078A JP 2011069078 A JP2011069078 A JP 2011069078A JP 2009219884 A JP2009219884 A JP 2009219884A JP 2009219884 A JP2009219884 A JP 2009219884A JP 2011069078 A JP2011069078 A JP 2011069078A
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mountain
valley
mesh panel
wall
wire mesh
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JP5506308B2 (en
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Atsuo Morimoto
厚夫 森本
Hiroshi Wada
浩 和田
Nobuhide Asai
信秀 浅井
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JFE Metal Products and Engineering Inc
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JFE Metal Products and Engineering Inc
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a cage frame for an earth retaining wall, which is easily and surely assembled in short time while reducing costs. <P>SOLUTION: The cage frame for the earth retaining wall includes valley side and mountain side wire mesh panels 2, 2' formed into an L-shape with bottom walls 2a and sidewalls 2b, and valley side and mountain side connecting members 3 connecting the valley side and mountain side wire mesh panels 2, 2' to each other. The valley side and mountain side wire mesh panels 2, 2' are formed by assembling vertical bars 4 and horizontal rails 5 in grated shape, and the tips of the bottom walls 2a of the valley side and mountain side wire mesh panels 2, 2' abut on each other. The valley side and mountain side connecting members 3 include valley side and mountain side diagonal members 6 formed with hooks at the upper and lower ends, and horizontal members 7 formed with hooks at both ends. The valley side diagonal member 6 is extended between the sidewall 2b of the valley side wire mesh panel 2 and the tip of the bottom wall 2a of the mountain side wire mesh panel 2', and the mountain side diagonal member 6 is extended between the sidewall 2b of the mountain side wire mesh panel 2 and the tip of the bottom wall 2a of the valley side wire mesh panel 2. The horizontal member 7 is extended between the upper parts of the facing sidewalls 2b. <P>COPYRIGHT: (C)2011,JPO&amp;INPIT

Description

この発明は、土留め壁用篭枠およびその組み立て方法、特に、短時間に容易かつ確実に組み立てが行え、しかも、コストダウンが図れる土留め壁用篭枠およびその組み立て方法に関するものである。   BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a retaining wall fence frame and an assembling method thereof, and more particularly, to an earth retaining wall fence frame and an assembling method thereof that can be easily and reliably assembled in a short time and can reduce costs.

従来、例えば、傾斜地の土留めを行う場合、石等の中詰め材が充填された金網製篭枠を傾斜地に沿って階段状に段積みして土留め壁を構築することが行われている。   Conventionally, for example, when retaining earth on an inclined land, a retaining wall is constructed by stacking wire mesh fences filled with filling materials such as stones stepwise along the inclined area. .

上記土留め壁用篭枠の一例が特許文献1(特開2003−138542号公報)に開示されている。以下、この土留め壁用篭枠を従来篭枠といい、図面を参照しながら説明する。   An example of the retaining wall fence frame is disclosed in Japanese Patent Application Laid-Open No. 2003-138542. In the following, this retaining wall fence frame is referred to as a conventional fence frame and will be described with reference to the drawings.

図5は、従来篭枠を示す断面図、図6は、従来篭枠の底壁を示す部分拡大斜視図、図7は、従来篭枠により構築された土留め壁を示す断面図である。   FIG. 5 is a sectional view showing a conventional fence frame, FIG. 6 is a partially enlarged perspective view showing a bottom wall of the conventional fence frame, and FIG. 7 is a sectional view showing a retaining wall constructed by the conventional fence frame.

図5から図7に示すように、従来篭枠11は、底壁12aと側壁12bとによりそれぞれL形に形成された谷側および山側の金網パネル12、12´と、谷側の金網パネル12と山側の金網パネル12´とを連結する連結部材13とからなっている。谷側および山側の金網パネル12、12´は、棒鋼からなる縦桟と横桟とを格子状に溶接したものからなっている。従来篭枠11を谷側および山側の金網パネル12、12´に2分割したのは、従来篭枠11の運搬や組み立てを容易にするためである。図5および図6に示すように、谷側および山側の金網パネル12、12´は、底壁12aの先端部を互いにラップさせて対向配置されている。   As shown in FIGS. 5 to 7, the conventional fence frame 11 includes a valley-side and mountain-side wire mesh panels 12 and 12 ′ formed by a bottom wall 12 a and a side wall 12 b, and a valley-side wire mesh panel 12. And a connecting member 13 for connecting the mountain-side metal mesh panel 12 '. The trough-side and mountain-side metal mesh panels 12 and 12 'are made by welding vertical bars and horizontal bars made of steel bars in a grid pattern. The reason why the conventional fence frame 11 is divided into the trough-side and peak-side metal mesh panels 12 and 12 ′ is to facilitate the transportation and assembly of the conventional fence frame 11. As shown in FIGS. 5 and 6, the valley-side and mountain-side wire mesh panels 12, 12 ′ are arranged to face each other with the end portions of the bottom wall 12 a wrapped together.

なお、ここで、金網パネルにおける谷側と山側とは、山側は傾斜地での斜面側を指し、谷側はその反対側を指す。   Here, in the metal mesh panel, the valley side and the mountain side indicate the slope side on the sloped land, and the valley side indicates the opposite side.

連結部材13は、谷側および山側の金網パネル12、12´の底壁12aのラップ部(L)の下に敷かれる連結金具14(図6参照)と、側壁12bと連結金具14との間を連結する斜材15と、対向する側壁12bの上部間を連結する水平材16(図5参照)とからなっている。斜材15および水平材16は、棒鋼からなり、斜材15の上下端には、これをU字状に折り曲げることによりフックが形成され、水平材16の両端部にも、これをU字状に折り曲げることによりフックが形成されている。連結金具14は、底板17と底板17上に固定された連結板18とからなり、連結板18には、斜材15の下端のフックが引っ掛けられる孔18aが形成されている。   The connecting member 13 is formed between the connecting metal fitting 14 (see FIG. 6) laid under the lap portion (L) of the bottom wall 12a of the trough-side and mountain-side metal mesh panels 12, 12 ′, and between the side wall 12b and the connecting metal fitting 14. And a horizontal member 16 (see FIG. 5) for connecting the upper portions of the opposite side walls 12b. The diagonal member 15 and the horizontal member 16 are made of steel bars, and hooks are formed on the upper and lower ends of the diagonal member 15 by bending them into a U-shape. Hooks are formed by bending them. The connection fitting 14 includes a bottom plate 17 and a connection plate 18 fixed on the bottom plate 17, and the connection plate 18 has a hole 18 a in which a hook at the lower end of the diagonal member 15 is hooked.

なお、金網パネル12、12´の長さは、製造各社で所定の寸法として決まっているので、構築する土留め壁の長さに応じて、複数枚の金網パネル12、12´を長手方向に連結して、所定長さの従来篭枠11が組み立てられる。なお、金網パネルを長手方向に連結するには、例えば、図1のAに示すように、螺旋状の結合用コイル19を隣接する金網パネルのメッシュ間に旋回させて結合する。   In addition, since the length of the wire mesh panels 12 and 12 'is determined as a predetermined size by each manufacturer, depending on the length of the retaining wall to be constructed, the plurality of wire mesh panels 12 and 12' are arranged in the longitudinal direction. As a result, the conventional rod frame 11 having a predetermined length is assembled. In order to connect the wire mesh panels in the longitudinal direction, for example, as shown in FIG. 1A, a spiral coupling coil 19 is swung between the meshes of adjacent wire mesh panels.

このように構成されている従来篭枠11は、以下のようにして組み立てられる。   The conventional saddle frame 11 configured as described above is assembled as follows.

先ず、土留め壁を構築する所定位置に連結金具14の底板17をアンカー等により固定する。次いで、谷側および山側の金網パネル12、12´を底壁12aのラップ部(L)が連結金具14上に位置するように対向配置する。   First, the bottom plate 17 of the connecting metal fitting 14 is fixed with an anchor or the like at a predetermined position where the retaining wall is constructed. Next, the trough-side and peak-side metal mesh panels 12, 12 ′ are arranged so as to face each other so that the lap portion (L) of the bottom wall 12 a is located on the connection fitting 14.

次いで、斜材15を、谷側の金網パネル12の側壁12bと連結金具14との間、および、山側の金網パネル12´の側壁12bと連結金具14との間にそれぞれ張り渡す。すなわち、斜材15の上端のフックを谷側の金網パネル12の側壁12bの上部に引っ掛け、下端のフックを連結金具14の連結板18の孔18aに引っ掛け、別の斜材15の上端のフックを山側の金網パネル12´の側壁12bの上部に引っ掛け、下端のフックを連結金具14の連結板18の別の孔18aに引っ掛けて、対向する側壁12bの各々と連結金具14との間を斜材15により連結する。   Subsequently, the diagonal member 15 is stretched between the side wall 12b of the trough-side metal mesh panel 12 and the connection fitting 14, and between the side wall 12b of the mountain-side metal mesh panel 12 'and the connection fitting 14, respectively. That is, the upper end hook of the diagonal member 15 is hooked on the upper portion of the side wall 12b of the trough-side wire mesh panel 12, the lower end hook is hooked in the hole 18a of the connecting plate 18 of the connecting metal member 14, Is hooked on the upper part of the side wall 12b of the mountain-side metal mesh panel 12 ', and the hook on the lower end is hooked in another hole 18a of the connecting plate 18 of the connecting metal 14, so that the slant is formed between each of the opposing side walls 12b and the connecting metal 14. They are connected by a material 15.

そして、水平材16を谷側および山側の金網パネル12、12´の対向する側壁12bの上部間に張り渡す。すなわち、水平材16の両端のフックを対向する側壁12bの上部に引っ掛けて、対向する側壁12bの上部間を水平材16により連結する。   Then, the horizontal member 16 is stretched between the upper portions of the opposing side walls 12b of the valley-side and mountain-side wire mesh panels 12, 12 '. That is, hooks at both ends of the horizontal member 16 are hooked on the upper portions of the opposite side walls 12b, and the upper portions of the opposite side walls 12b are connected by the horizontal member 16.

このようにして、従来篭枠11を土留め壁の構築ラインに沿って組み立てたら、従来篭枠11内に石等の中詰め材を充填することによって、土留め壁の構築が完了する。従来篭枠11を二段積みする場合には、図7に示すように、二段目の従来篭枠11を山側に若干ずらせて一段目と同様に組み立て、中詰め材を充填する。   When the conventional fence frame 11 is assembled along the construction line of the retaining wall in this way, the construction of the retaining wall is completed by filling the conventional fence frame 11 with a filling material such as stone. When stacking the conventional basket frames 11 in two stages, as shown in FIG. 7, the second-stage conventional basket frames 11 are slightly shifted to the mountain side and assembled in the same manner as the first stage, and filled with filling material.

特開2003−138542号公報JP 2003-138542 A

上述した従来篭枠11によれば、連結部材13により谷側および山側の金網パネル12、12´が強固に連結されているので、地震等により急激な地盤変動が生じても土留め壁の変形や崩壊を確実に防止することができるが、以下のような問題があった。   According to the conventional fence frame 11 described above, the trough-side and mountain-side metal mesh panels 12 and 12 'are firmly connected by the connecting member 13, so that the earth retaining wall is deformed even if a sudden ground change occurs due to an earthquake or the like. However, there are the following problems.

(1)従来篭枠11の組み立てに際しては、土留め壁を構築する所定位置に予め連結金具14をアンカー等により固定し、この後、連結金具14の上に谷側および山側の金網パネル12、12´を、その底壁12a同士を互いにラップさせて対向配置するので、連結金具14と谷側および山側の金網パネル12、12´との位置決めに時間を要し、組み立てが短時間に容易に行えない。連結金具14と谷側および山側の金網パネル12、12´とに位置ずれが生じると、斜材15を所望の位置に正確に張り渡すことができない。   (1) When assembling the conventional fence frame 11, the connecting fitting 14 is fixed in advance by anchors or the like at predetermined positions for constructing the retaining wall, and then the valley-side and mountain-side metal mesh panels 12 on the connecting fitting 14, 12 'is placed opposite to each other with its bottom walls 12a being overlapped with each other, so that it takes time to position the connecting metal fitting 14 and the metal mesh panels 12 and 12' on the valley side and the mountain side, and assembly is easy in a short time. I can't. If misalignment occurs between the connecting metal fitting 14 and the trough-side and peak-side metal mesh panels 12, 12 ', the diagonal member 15 cannot be accurately stretched to a desired position.

(2)谷側および山側の金網パネル12、12´の底壁12a同士をラップさせているので、ラップ部(L)の分だけ余分に材料費がかかる。   (2) Since the bottom walls 12a of the wire mesh panels 12 and 12 'on the valley side and the mountain side are wrapped, an extra material cost is required for the wrap portion (L).

(3)ラップ部(L)の幅を正確にとらないと、土留め壁の構築ラインに沿って一列に従来篭枠11を組み立てることができないので、この点からも、組み立てが短時間に容易に行えない。   (3) If the width of the wrap part (L) is not accurately taken, the conventional fence frames 11 cannot be assembled in a line along the construction line of the retaining wall, and from this point, assembly is easy in a short time. I can not do it.

従って、この発明の目的は、短時間に容易かつ確実に組み立てが行え、しかも、コストダウンが図れる土留め用篭枠およびその組み立て方法を提供することにある。   Accordingly, an object of the present invention is to provide a retaining frame and an assembling method thereof that can be easily and surely assembled in a short time and can reduce costs.

この発明は、上記目的を達成するためになされたものであって、下記を特徴とする。   The present invention has been made to achieve the above object, and is characterized by the following.

請求項1に記載の発明は、底壁と側壁とによりそれぞれL形に形成された谷側および山側の金網パネルと、前記谷側および山側の金網パネルを互いに連結する谷側および山側の連結部材とからなり、前記谷側および山側の金網パネルは、縦桟と横桟とを格子状に組んだものからなり、前記谷側および山側の金網パネルの底壁の先端部同士は、互いに突き合わされ、前記谷側および山側の連結部材は、上下端にフックが形成された谷側および山側の斜材と両端にフックが形成された水平材とからなり、前記谷側の斜材は、前記谷側の金網パネルの側壁と前記山側の金網パネルの底壁の先端部との間に張り渡され、前記山側の斜材は、前記山側の金網パネルの側壁と前記谷側の金網パネルの底壁の先端部との間に張り渡され、前記水平材は、対向する前記側壁の上部間に張り渡されていることに特徴を有するものである。   The invention according to claim 1 is a valley-side and mountain-side wire mesh panel formed in an L shape by a bottom wall and a side wall, respectively, and a valley-side and mountain-side connecting member that connects the valley-side and mountain-side wire mesh panels to each other. The trough-side and mountain-side metal mesh panels are composed of vertical rails and horizontal rails arranged in a lattice pattern, and the bottom ends of the bottom-side and net-side metal mesh panels are butted against each other. The valley-side and mountain-side coupling members are composed of a valley-side and mountain-side diagonal material with hooks formed at the upper and lower ends, and a horizontal material with hooks formed at both ends. Between the side wall of the metal mesh panel on the side and the tip of the bottom wall of the metal mesh panel on the mountain side, and the diagonal material on the mountain side is the side wall of the metal mesh panel on the mountain side and the bottom wall of the metal mesh panel on the valley side The horizontal member is stretched between the tip of the That said it has the characteristics that are stretched between the upper portion of the side wall.

請求項2に記載の発明は、請求項1に記載の土留め壁用篭枠において、前記谷側および山側の斜材の下端フックの底部は、前記斜材を張り渡した際に、水平になるように形成されていることに特徴を有するものである。   According to a second aspect of the present invention, in the retaining wall fence according to the first aspect, the bottom portion of the lower end hook of the valley side and the mountain side diagonal member is horizontal when the diagonal member is stretched. It is characterized by being formed as follows.

請求項3に記載の発明は、請求項1または2に記載の土留め壁用篭枠において、前記谷側および山側の斜材のうち、少なくとも谷側の斜材の上端フックが引っ掛かる前記横桟の径は、他の部分の横桟の径より太く形成されていることに特徴を有するものである。   According to a third aspect of the present invention, there is provided a retaining frame wall frame according to the first or second aspect, wherein at least an upper end hook of a slanting member on the trough side is hooked on the crossing member. The diameter is characterized in that it is formed thicker than the diameter of the other crosspiece.

請求項4に記載の発明は、請求項3に記載の土留め壁用篭枠において、前記上端フックが引っ掛かる前記横桟は、前記縦桟の外側に配されていることに特徴を有するものである。   The invention according to claim 4 is characterized in that, in the retaining wall fence frame according to claim 3, the horizontal beam on which the upper end hook is hooked is disposed outside the vertical beam. is there.

請求項5に記載の発明は、底壁と側壁とによりそれぞれL形に形成され、縦桟と横桟とを格子状に組んだものからなる谷側および山側の金網パネルを、前記底壁の先端部同士を互いに突き合わせて配置し、上下端にフックが形成された谷側の斜材を、前記谷側の金網パネルの前記側壁と前記山側の金網パネルの底壁の先端部との間に張り渡し、上下端にフックが形成された山側の斜材を、前記山側の金網パネルの前記側壁と前記谷側の金網パネルの底壁の先端部との間に張り渡し、両端にフックが形成された水平材を対向する前記側壁の上部間に張り渡すことに特徴を有するものである。   According to the fifth aspect of the present invention, the trough-side and mountain-side wire mesh panels, each of which is formed in an L shape by a bottom wall and a side wall, and is formed by assembling vertical bars and horizontal bars in a grid pattern, Disposed between the end portions of the trough-side wire mesh panel with hooks formed on the upper and lower ends, between the side walls of the trough-side metal mesh panel and the bottom portion of the bottom-side metal mesh panel. Overhanging, the diagonal material on the mountain side with hooks formed at the upper and lower ends is stretched between the side wall of the metal mesh panel on the mountain side and the tip of the bottom wall of the metal mesh panel on the valley side, and hooks are formed at both ends. The horizontal member thus formed is stretched between the upper portions of the side walls facing each other.

請求項6に記載の発明は、請求項5に記載の土留め壁用篭枠の組み立て方法において、前記谷側の斜材を張り渡すに際して、前記谷側の斜材の下端のフックを、前記山側の金網パネルの底壁の先端部に引っ掛けた後、前記谷側の金網パネルを前記谷側の金網パネルの底壁の先端部を支点として内側に回転させて前記谷側の斜材の上端のフックを前記谷側の金網パネルの側壁に引っ掛け、前記山側の斜材を張り渡すに際して、前記山側の斜材の下端のフックを、前記谷側の金網パネルの底壁の先端部に引っ掛けた後、前記山側の金網パネルを前記山側の金網パネルの底壁の先端部を支点として内側に回転させて前記山側の斜材の上端のフックを前記山側の金網パネルの側壁に引っ掛けることに特徴を有するものである。   According to a sixth aspect of the present invention, in the method for assembling the retaining wall fence frame according to the fifth aspect, when the trough side diagonal member is stretched, the lower end hook of the trough side diagonal member is After hooking on the tip of the bottom wall of the mountain side wire mesh panel, the valley side wire mesh panel is rotated inward with the tip of the bottom wall of the valley side wire mesh panel as a fulcrum, and the upper end of the valley side diagonal member When hooking the hook on the side wall of the trough-side wire mesh panel and overhanging the mountain-side diagonal material, the hook on the lower end of the mountain-side diagonal material was hooked on the tip of the bottom wall of the valley-side metal mesh panel. Thereafter, the mountain side wire mesh panel is rotated inward with the tip of the bottom wall of the mountain side wire mesh panel as a fulcrum, and the hook at the upper end of the mountain side diagonal is hooked on the side wall of the mountain side wire mesh panel. It is what you have.

請求項7に記載の発明は、請求項5または6に記載の土留め壁用篭枠の組み立て方法において、前記谷側および山側の斜材を互いにクロスして張り渡すことに特徴を有するものである。   The invention according to claim 7 is characterized in that, in the method for assembling the retaining wall fence frame according to claim 5 or 6, the diagonal members on the valley side and the mountain side are crossed and stretched. is there.

この発明によれば、以下のような効果がもたらされる。   According to the present invention, the following effects are brought about.

(1)谷側および山側の金網パネルを組み立てるに際して、これらの底壁の先端部同士を、単に突き合わせることにより金網パネルの位置決めが行えるので、金網パネルの組み立てが短時間に容易かつ確実に行える。   (1) When assembling the trough-side and peak-side metal mesh panels, the metal mesh panels can be positioned by simply butting the tips of the bottom walls, so that the metal mesh panels can be assembled easily and reliably in a short time. .

(2)谷側および山側の金網パネルの底壁の先端部同士をラップさせる必要がないので、その分、材料費を削減することができ、コストダウンを図ることができる。   (2) Since there is no need to wrap the end portions of the bottom walls of the trough-side and peak-side metal mesh panels, the material cost can be reduced correspondingly, and the cost can be reduced.

(3)斜材の下端のフックを引っ掛けるための連結金具を必要としないので、その分、部材数が減り、この点でもコストダウンを図ることができる。   (3) Since there is no need for a connecting fitting for hooking the hook at the lower end of the diagonal member, the number of members is reduced correspondingly, and the cost can be reduced also in this respect.

(4)谷側および山側の金網パネルに斜材を張り渡す際に、斜材の上端のフックを側壁に引っ掛けるには、谷側および山側の金網パネルを内側に回転させる必要があるが、この作業は、斜材の下端のフックが互いに突き合わされた両底壁の先端部に引っ掛かっているので、底壁の先端部を支点として小さな力で容易に行える。   (4) When hooking diagonal materials on trough-side and mountain-side metal mesh panels, it is necessary to rotate the trough-side and mountain-side metal mesh panels inward in order to hook the hooks at the top of the diagonal material on the side walls. Since the hooks at the lower end of the diagonal member are hooked on the tip portions of both bottom walls, the work can be easily performed with a small force using the tip portions of the bottom walls as fulcrums.

この発明の土留め壁用篭枠を示す斜視図である。It is a perspective view which shows the eaves frame for earth retaining walls of this invention. 図1のA−A線断面図である。It is the sectional view on the AA line of FIG. この発明の土留め壁用篭枠の斜材を示す正面図である。It is a front view which shows the diagonal material of the retaining frame wall frame of this invention. この発明の土留め壁用篭枠の組立方法を示す工程図であり、(a)は、山側の底壁の先端部に谷側の斜材の下端のフックを引っ掛けた状態を示す断面図、(b)は、谷側の底壁の先端部を支点として、谷側の金網パネルを内側に回転させ、谷側の斜材の上端のフックを谷側の金網パネルの側壁に引っ掛けた状態を示す断面図、(c)は、谷側の金網パネルを元の位置に戻した状態を示す断面図、(d)は、谷側の底壁の先端部に山側の斜材の下端のフックを引っ掛け、山側の底壁の先端部を支点として、山側の金網パネルを内側に回転させ、山側の斜材の上端のフックを山側の金網パネルの側壁に引っ掛けた状態を示す断面図、(e)は、山側の金網パネルを元の位置に戻した状態を示す断面図である。It is process drawing which shows the assembly method of the retaining wall fence frame of this invention, (a) is a sectional view showing a state where the hook of the lower end of the slant of the valley side is hooked to the tip of the bottom wall of the mountain side, (B) is a state in which the trough side wire mesh panel is rotated inward with the tip of the bottom wall on the trough side as a fulcrum, and the upper end hook of the slanting material on the trough side is hooked on the side wall of the trough side wire mesh panel. (C) is a cross-sectional view showing a state in which the trough-side wire mesh panel is returned to its original position, and (d) is a diagram showing a hook on the bottom end of the mountain-side diagonal material at the tip of the bottom wall on the trough side. Sectional drawing which shows the state which hooked and turned the mountain side metal-mesh panel inward with the front-end | tip part of the mountain side bottom wall as a fulcrum, and hooked the hook of the upper end of the mountain side diagonal material on the side wall of the mountain side metal mesh panel, (e) These are sectional drawings which show the state which returned the metal mesh panel of the mountain side to the original position. 従来篭枠を示す断面図である。It is sectional drawing which shows the conventional collar frame. 従来篭枠の底壁を示す部分拡大斜視図である。It is a partial expansion perspective view which shows the bottom wall of the conventional frame. 従来篭枠により構築された土留め壁を示す断面図である。It is sectional drawing which shows the earth retaining wall constructed | assembled by the conventional fence frame.

この発明の土留め壁用篭枠の一実施態様を、図面を参照しながら説明する。   One embodiment of the retaining wall fence frame of the present invention will be described with reference to the drawings.

図1は、この発明の土留め壁用篭枠を示す斜視図、図2は、図1のA−A線断面図、図3は、この発明の土留め壁用篭枠の斜材を示す正面図、図4は、この発明の土留め壁用篭枠の組み立て方法を示す工程図である。   1 is a perspective view showing a retaining wall fence frame according to the present invention, FIG. 2 is a cross-sectional view taken along the line AA of FIG. 1, and FIG. 3 shows a diagonal member of the retaining wall fence frame according to the present invention. FIG. 4 is a process diagram showing a method for assembling the retaining wall fence frame of the present invention.

図1から図3に示すように、この発明の土留め壁用篭枠1は、底壁2aと側壁2bとによりそれぞれL形に形成された谷側および山側の金網パネル2、2´と、谷側および山側の金網パネル2、2´を連結する連結部材3とからなっている。谷側および山側の金網パネル2、2´は、棒鋼からなる縦桟4と横桟5とを格子状に溶接したものからなっている。土留め壁用篭枠1を谷側および山側の金網パネル2、2´に2分割したのは、土留め壁用篭枠1の運搬や組み立てを容易にするためである。   As shown in FIG. 1 to FIG. 3, the retaining wall fence frame 1 according to the present invention includes trough-side and mountain-side wire mesh panels 2, 2 ′ formed in an L shape by a bottom wall 2 a and a side wall 2 b, respectively. It comprises a connecting member 3 that connects the wire mesh panels 2 and 2 'on the valley side and the mountain side. The trough-side and mountain-side wire mesh panels 2 and 2 'are formed by welding vertical bars 4 and horizontal bars 5 made of steel bars in a grid pattern. The reason why the retaining wall fence frame 1 is divided into the trough-side and mountain-side wire mesh panels 2 and 2 ′ is to facilitate transportation and assembly of the retaining wall fence frame 1.

図2に示すように、谷側および山側の金網パネル2、2´は、これらの底壁2aの先端部の横桟5を互いに突き合わせて対向配置されている。これによって、金網パネル2、2´の位置決めが容易に行えるので、金網パネル2、2´の組み立てが短時間に容易かつ確実に行える。しかも、金網パネル2、2´の底壁2aの先端部同士をラップさせる必要がないので、材料費を削減することができ、コストダウンを図ることができる。   As shown in FIG. 2, the trough-side and peak-side metal mesh panels 2, 2 ′ are arranged so as to face each other with the horizontal rails 5 at the end portions of these bottom walls 2 a butting each other. As a result, the positioning of the wire mesh panels 2 and 2 'can be easily performed, so that the assembly of the wire mesh panels 2 and 2' can be easily and reliably performed in a short time. And since it is not necessary to wrap the front-end | tip parts of the bottom wall 2a of the metal-mesh panel 2, 2 ', material cost can be reduced and cost reduction can be aimed at.

連結部材3は、谷側および山側の金網パネル2、2´の底壁2aと側壁2bとを連結する斜材6(図3参照)と、対向する側壁2bの上部間を連結する水平材7(図1参照)とからなっている。斜材6および水平材7は、棒鋼からなり、斜材6の上下端には、これをU字状に折り曲げることにより上端フック6aと下端フック6bとが形成され、水平材7の両端部にも、これをU字状に折り曲げることによりフック7a、7bが形成されている。   The connecting member 3 includes a diagonal member 6 (see FIG. 3) for connecting the bottom wall 2a and the side wall 2b of the wire mesh panels 2 and 2 'on the valley side and the mountain side, and a horizontal member 7 for connecting the upper portions of the opposing side walls 2b. (See FIG. 1). The diagonal member 6 and the horizontal member 7 are made of steel bars, and upper and lower end hooks 6a and 6b are formed at the upper and lower ends of the diagonal member 6 by bending them into U-shapes. In addition, hooks 7a and 7b are formed by bending this into a U-shape.

後述するように、谷側の斜材6の下端フック6bを山側の金網パネル2´の底壁2aの先端部に引っ掛け、山側の斜材6の下端フック6bを谷側の金網パネル2の底壁2aの先端部に引っ掛けることによって、すなわち、斜材6の下端フック6bを互いに相手方の底壁2aに引っ掛けることによって、金網パネル2、2´に、これらが互いに引き合う力が作用するので、特別な連結金具が不要となる。従って、コストダウンを図ることができる。   As will be described later, the lower end hook 6b of the trough-side diagonal member 6 is hooked on the tip of the bottom wall 2a of the mountain-side metal mesh panel 2 ', and the lower-end hook 6b of the mountain-side diagonal member 6 is hooked to the bottom of the valley-side metal mesh panel 2. By hooking the tip end of the wall 2a, that is, by hooking the lower end hook 6b of the diagonal member 6 to the other bottom wall 2a, a force that attracts them to each other acts on the wire mesh panels 2, 2 '. A simple connecting bracket is not required. Therefore, the cost can be reduced.

斜材6の下端フック6bは、斜材6を金網パネル2、2´の底壁2aと側壁2bとの間に張り渡した際に、その底部(B)が水平になるように形成されている(図3参照)。下端フック6bの底部(B)を水平に形成することによって、斜材6の座りが良くなると共に、土留め壁用篭枠1を段積みした際に、下段の篭枠1と干渉することがなくなる(図4参照)。斜材6の上端フック6aの曲がりを大きくすれば、上端フック6aを側壁2bの横桟5に引っ掛け易くなる。   The lower end hook 6b of the diagonal member 6 is formed such that when the diagonal member 6 is stretched between the bottom wall 2a and the side wall 2b of the wire mesh panels 2, 2 ', the bottom (B) thereof is horizontal. (See FIG. 3). By forming the bottom part (B) of the lower end hook 6b horizontally, the diagonal member 6 can be seated better, and when the retaining wall fence frames 1 are stacked, they can interfere with the lower fence frame 1. Disappear (see FIG. 4). If the bend of the upper end hook 6a of the diagonal member 6 is increased, the upper end hook 6a can be easily hooked on the crosspiece 5 on the side wall 2b.

谷側の斜材6の上端フック6aが引っ掛かる谷側の金網パネル2の横桟5aの径を、他の部分の横桟5の径より太く形成すれば、篭枠1の強度を高めることができる。   If the diameter of the cross rail 5a of the wire mesh panel 2 on the valley side where the upper end hook 6a of the diagonal member 6 on the valley side is hooked is made thicker than the diameter of the cross rail 5 in other portions, the strength of the frame 1 can be increased. it can.

谷側の斜材6の上端フック6aが引っ掛かる横桟5aを、図2に示すように、縦桟4の外側に配すことによっても、篭枠1の強度を高めることができる。   The strength of the eaves frame 1 can also be increased by arranging the horizontal beam 5a on which the upper end hook 6a of the diagonal member 6 on the valley side is hooked on the outside of the vertical beam 4 as shown in FIG.

なお、山側の金網パネル2´は、斜面に当接するので、斜材6の上端フック6aが引っ掛かる山側の金網パネル2´の横桟5の径を、他の部分の横桟5の径より太く形成したり、あるいは、斜材6の上端フック6aが引っ掛かる横桟5aを、縦桟4の外側に配す必要は必ずしもない。勿論、そのようにすれば、篭枠1の強度をさらに高めることができる。   Since the mountain-side metal mesh panel 2 'abuts against the slope, the diameter of the horizontal beam 5 of the mountain-side metal mesh panel 2' on which the upper end hook 6a of the diagonal member 6 is caught is larger than the diameter of the horizontal beam 5 in other parts. It is not always necessary to form the horizontal beam 5 a on which the upper end hook 6 a of the diagonal member 6 is hooked or to be arranged outside the vertical beam 4. Of course, if it does in that way, the intensity | strength of the collar frame 1 can be raised further.

谷側の斜材6と山側の斜材6とを互いにクロスさせて張り渡せば、斜材6の横移動をさらに確実に防止できる。クロスさせない場合には、縦桟4の間隔の範囲で斜材6が横移動可能となる。   If the diagonal member 6 on the valley side and the diagonal member 6 on the mountain side are crossed and stretched, the lateral movement of the diagonal member 6 can be prevented more reliably. When not crossed, the diagonal member 6 can be moved laterally within the range of the interval between the vertical bars 4.

金網パネル2、2´の長さは決まっているので、構築する土留め壁の長さに応じて、複数枚の金網パネル2、2´を長手方向に連結し、端部は、金網により閉鎖することにより、篭枠1が組み立てられる。   Since the lengths of the wire mesh panels 2 and 2 'are determined, a plurality of wire mesh panels 2 and 2' are connected in the longitudinal direction according to the length of the retaining wall to be constructed, and the ends are closed by the wire mesh. By doing so, the gutter frame 1 is assembled.

なお、この例では、図1に示すように、連結部材3は、長手方向に連結した金網パネル2、2´の連結部分に取り付けられているが、これ以外の部分に取り付けても良い。   In this example, as shown in FIG. 1, the connecting member 3 is attached to the connecting portion of the wire mesh panels 2 and 2 ′ connected in the longitudinal direction, but may be attached to other portions.

このように構成されている、この発明の土留め壁用篭枠1は、以下のようにして組み立てられる。   The retaining wall fence frame 1 of the present invention configured as described above is assembled as follows.

先ず、図2に示すように、土留め壁の構築ラインに沿って谷側および山側の金網パネル2、2´を、その底壁2a同士を互いに突き合わせて対向配置する。   First, as shown in FIG. 2, along the construction line of the retaining wall, the valley-side and mountain-side wire mesh panels 2 and 2 'are arranged so as to face each other with their bottom walls 2a facing each other.

次いで、図4(a)に示すように、谷側の斜材6の下端フック6bを、山側の金網パネル2´の底壁2aの先端部の横桟5に引っ掛ける。この後、図4(b)に示すように、谷側の金網パネル2をその底壁2aの先端部を支点として、図中矢印で示すように、内側に回転させて、谷側の斜材6の上端のフック6aを谷側の金網パネル2の側壁2bの横桟5に引っ掛ける。この谷側の金網パネル2の回転作業は、斜材6の下端のフック6bが互いに突き合わされた両底壁2aの先端部に引っ掛かるので、小さな力で容易に行える。この後、図4(c)に示すように、谷側の金網パネル2を、図中矢印方向に回転させて、元の位置に戻す。   Next, as shown in FIG. 4A, the lower end hook 6b of the diagonal member 6 on the valley side is hooked on the horizontal beam 5 at the tip of the bottom wall 2a of the metal mesh panel 2 'on the mountain side. Thereafter, as shown in FIG. 4 (b), the trough-side wire mesh panel 2 is rotated inwardly as indicated by an arrow in the figure with the tip of the bottom wall 2a as a fulcrum, and the trough-side diagonal member The hook 6a at the upper end of 6 is hooked on the crosspiece 5 on the side wall 2b of the wire mesh panel 2 on the valley side. The rotating operation of the metal mesh panel 2 on the valley side can be easily performed with a small force because the hooks 6b at the lower end of the diagonal member 6 are hooked to the front ends of the bottom walls 2a. Thereafter, as shown in FIG. 4C, the trough-side wire mesh panel 2 is rotated in the direction of the arrow in the figure to return to the original position.

このようにして、谷側の斜材6を張り渡したら、次に、図4(d)に示すように、山側の斜材6の下端フック6bを、谷側の金網パネル2の底壁2aの先端部の横桟5に引っ掛ける。この後、山側の金網パネル2´をその底壁2aの先端部を支点として、図中矢印で示すように、内側に回転させて、山側の斜材6の上端のフック6aを山側の金網パネル2´の側壁2bの横桟5に引っ掛ける。この山側の金網パネル2´の回転作業は、斜材6の下端のフック6bが互いに突き合わされた両底壁2aの先端部に引っ掛かるので、小さな力で容易に行える。この後、図4(e)に示すように、山側の金網パネル2´を、図中矢印方向に回転させて、元の位置に戻す。   After the trough-side diagonal member 6 is stretched in this way, next, as shown in FIG. 4D, the lower end hook 6b of the peak-side diagonal member 6 is connected to the bottom wall 2a of the trough-side wire mesh panel 2. Hang on the crosspiece 5 at the tip of the. Thereafter, the mountain side wire mesh panel 2 'is rotated inwardly as indicated by an arrow in the figure with the tip of the bottom wall 2a as a fulcrum, and the hook 6a at the upper end of the mountain side diagonal member 6 is moved to the mountain side wire mesh panel. Hang on the crosspiece 5 on the 2 'side wall 2b. The mountain-side metal mesh panel 2 'can be rotated easily with a small force because the hook 6b at the lower end of the diagonal member 6 is hooked to the front ends of the bottom walls 2a. Thereafter, as shown in FIG. 4 (e), the mountain side metal mesh panel 2 'is rotated in the direction of the arrow in the figure to return to the original position.

このようにして、谷側および谷側の斜材6を張り渡したら、水平材7のフック7a、7bを対向する側壁2bの上部の横桟5に引っ掛けて、張り渡すことにより、土留め壁用篭枠1の組立が完了する。   Thus, when the trough side and the diagonal member 6 on the trough side are stretched, the retaining wall is obtained by hooking the hooks 7a and 7b of the horizontal member 7 to the horizontal rail 5 on the upper side of the opposing side wall 2b and stretching it. The assembly of the iron frame 1 is completed.

このようにして、土留め壁用篭枠1を土留め壁の構築ラインに沿って組み立てたら、篭枠1内に石等の中詰め材を充填することによって、土留め壁の構築が完了する。篭枠1を二段積みする場合には、二段目の篭枠1を山側に若干ずらせて一段目と同様に組み立て、中詰め材を充填する(図7参照)。   Thus, when the retaining wall fence frame 1 is assembled along the retaining wall construction line, the construction of the retaining wall is completed by filling the anchor frame 1 with a filling material such as stone. . When stacking the ridge frames 1 in two stages, the second stage ridge frame 1 is slightly shifted to the mountain side, assembled in the same manner as the first stage, and filled with the filling material (see FIG. 7).

1:この発明の土留め壁用篭枠
2:谷側の金網パネル
2´:山側の金網パネル
2a:底壁
2b:側壁
3:連結部材
4:縦桟
5:横桟
5a:横桟
6:斜材
6a:上端フック
6b:下端フック
7:水平材
7a:フック
7b:フック
11:従来篭枠
12:谷側の金網パネル
12´:山側の金網パネル
12a:底壁
12b:側壁
13:連結部材
14:連結金具
15:斜材
16:水平材
17:底板
18:連結板
18a:孔
19:結合用コイル
1: Retaining wall fence frame of the present invention 2: Valley-side wire mesh panel 2 ': Mountain-side wire mesh panel 2a: Bottom wall 2b: Side wall 3: Connecting member 4: Vertical beam 5: Horizontal beam 5a: Horizontal beam 6: Diagonal member 6a: upper end hook 6b: lower end hook 7: horizontal member 7a: hook 7b: hook 11: conventional fence frame 12: trough side wire mesh panel 12 ': mountain side wire mesh panel 12a: bottom wall 12b: side wall 13: connecting member 14: Connecting bracket 15: Diagonal member 16: Horizontal member 17: Bottom plate 18: Connecting plate 18a: Hole 19: Coil for coupling

Claims (7)

底壁と側壁とによりそれぞれL形に形成された谷側および山側の金網パネルと、前記谷側および山側の金網パネルを互いに連結する谷側および山側の連結部材とからなり、前記谷側および山側の金網パネルは、縦桟と横桟とを格子状に組んだものからなり、前記谷側および山側の金網パネルの底壁の先端部同士は、互いに突き合わされ、前記谷側および山側の連結部材は、上下端にフックが形成された谷側および山側の斜材と両端にフックが形成された水平材とからなり、前記谷側の斜材は、前記谷側の金網パネルの側壁と前記山側の金網パネルの底壁の先端部との間に張り渡され、前記山側の斜材は、前記山側の金網パネルの側壁と前記谷側の金網パネルの底壁の先端部との間に張り渡され、前記水平材は、対向する前記側壁の上部間に張り渡されていることを特徴とする土留め壁用篭枠。   A trough-side and crest-side metal mesh panel formed in an L shape by a bottom wall and a side wall, respectively, and a trough-side and a crest-side connecting member for connecting the trough-side and the crest-side metal mesh panels to each other. The wire mesh panel is formed by assembling vertical and horizontal rails in a lattice pattern, and the bottom ends of the trough-side and mountain-side wire mesh panels are abutted with each other, and the valley-side and mountain-side connecting members Is composed of an oblique member on the valley side and the mountain side with hooks formed on the upper and lower ends, and a horizontal member on which hooks are formed on both ends, and the oblique member on the valley side includes the side wall of the metal mesh panel on the valley side and the mountain side. The mountain-side diagonal member is stretched between the side wall of the mountain-side metal mesh panel and the bottom wall tip of the valley-side metal mesh panel. The horizontal member is stretched between the upper portions of the opposing side walls. Retaining wall cage frame, characterized in that it has been passed. 前記谷側および山側の斜材の下端フックの底部は、前記斜材を張り渡した際に、水平になるように形成されていることを特徴とする、請求項1に記載の土留め壁用篭枠。   2. The earth retaining wall according to claim 1, wherein bottom portions of lower end hooks of the diagonal members on the valley side and the mountain side are formed to be horizontal when the diagonal members are stretched over. Hail frame. 前記谷側および山側の斜材のうち、少なくとも谷側の斜材の上端フックが引っ掛かる前記横桟の径は、他の部分の横桟の径より太く形成されていることを特徴とする、請求項1または2に記載の土留め壁用篭枠。   The diameter of the horizontal beam on which at least the upper end hook of the diagonal material on the valley side is hooked among the diagonal materials on the valley side and the mountain side is formed to be thicker than the diameter of the horizontal beam in the other part. Item 3. A frame for retaining walls according to item 1 or 2. 前記上端フックが引っ掛かる前記横桟は、前記縦桟の外側に配されていることを特徴とする、請求項3に記載の土留め壁用篭枠。   The retaining wall fence frame according to claim 3, wherein the horizontal rail on which the upper end hook is hooked is disposed outside the vertical rail. 底壁と側壁とによりそれぞれL形に形成され、縦桟と横桟とを格子状に組んだものからなる谷側および山側の金網パネルを、前記底壁の先端部同士を互いに突き合わせて配置し、上下端にフックが形成された谷側の斜材を、前記谷側の金網パネルの前記側壁と前記山側の金網パネルの底壁の先端部との間に張り渡し、上下端にフックが形成された山側の斜材を、前記山側の金網パネルの前記側壁と前記谷側の金網パネルの底壁の先端部との間に張り渡し、両端にフックが形成された水平材を対向する前記側壁の上部間に張り渡すことを特徴とする、土留め壁用篭枠の組み立て方法。   A trough-side and mountain-side wire mesh panels, each of which is formed in an L shape by a bottom wall and a side wall, and is formed by assembling vertical bars and horizontal bars in a grid pattern, are arranged so that the ends of the bottom walls face each other. The slanted material on the valley side with hooks formed on the upper and lower ends is stretched between the side wall of the metal mesh panel on the valley side and the tip of the bottom wall of the metal mesh panel on the mountain side, and hooks are formed on the upper and lower ends. The ridge-side diagonal member is stretched between the side wall of the mountain-side wire mesh panel and the tip of the bottom wall of the valley-side wire mesh panel, and the side wall is opposed to the horizontal member having hooks formed at both ends. A method for assembling a fence wall for retaining walls, characterized in that it is stretched between the upper parts of the walls. 前記谷側の斜材を張り渡すに際して、前記谷側の斜材の下端のフックを、前記山側の金網パネルの底壁の先端部に引っ掛けた後、前記谷側の金網パネルを前記谷側の金網パネルの底壁の先端部を支点として内側に回転させて前記谷側の斜材の上端のフックを前記谷側の金網パネルの側壁に引っ掛け、前記山側の斜材を張り渡すに際して、前記山側の斜材の下端のフックを、前記谷側の金網パネルの底壁の先端部に引っ掛けた後、前記山側の金網パネルを前記山側の金網パネルの底壁の先端部を支点として内側に回転させて前記山側の斜材の上端のフックを前記山側の金網パネルの側壁に引っ掛けることを特徴とする、請求項5に記載の、土留め壁用篭枠の組み立て方法。   When the diagonal member of the valley side is stretched, a hook at a lower end of the diagonal member of the valley side is hooked on a tip end portion of a bottom wall of the mountain side metal mesh panel, and then the valley side metal mesh panel is attached to the valley side. When the tip of the bottom wall of the wire mesh panel is rotated inward to hook the upper end hook of the valley-side diagonal member on the side wall of the valley-side wire mesh panel, The hook of the lower end of the diagonal member is hooked on the tip of the bottom wall of the trough-side metal mesh panel, and then the crest-side metal mesh panel is rotated inward with the tip of the bottom wall of the crest-side metal mesh panel as a fulcrum. 6. The method for assembling a retaining wall fence frame according to claim 5, wherein a hook on an upper end of the mountain-side diagonal member is hooked on a side wall of the mountain-side wire mesh panel. 前記谷側および山側の斜材を互いにクロスして張り渡すことを特徴とする、請求項5または6に記載の、土留め壁用篭枠の組み立て方法。   The method for assembling a retaining wall fence frame according to claim 5 or 6, characterized in that said valley-side and mountain-side diagonal members are crossed and stretched over each other.
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JP2017198016A (en) * 2016-04-28 2017-11-02 筑豊金網工業株式会社 Cage frame and construction method thereof
JP7478435B2 (en) 2020-09-29 2024-05-07 共和ハーモテック株式会社 Futon basket and method for lifting the futon basket

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CN107460849A (en) * 2017-08-04 2017-12-12 苏州日植环境技术有限公司 A kind of ecological green cage net and its implementation

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Publication number Priority date Publication date Assignee Title
JP2017198016A (en) * 2016-04-28 2017-11-02 筑豊金網工業株式会社 Cage frame and construction method thereof
JP7478435B2 (en) 2020-09-29 2024-05-07 共和ハーモテック株式会社 Futon basket and method for lifting the futon basket

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