JP2008248655A - Support tool for constructing honeycomb structure - Google Patents

Support tool for constructing honeycomb structure Download PDF

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Publication number
JP2008248655A
JP2008248655A JP2007094352A JP2007094352A JP2008248655A JP 2008248655 A JP2008248655 A JP 2008248655A JP 2007094352 A JP2007094352 A JP 2007094352A JP 2007094352 A JP2007094352 A JP 2007094352A JP 2008248655 A JP2008248655 A JP 2008248655A
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honeycomb structure
rectangular plate
support
honeycomb
contact
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JP5007140B2 (en
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Masashi Yasaka
正史 家坂
Masaru Shimada
優 島田
Michiyuki Harada
道幸 原田
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Tokyo Printing Ink Mfg Co Ltd
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Tokyo Printing Ink Mfg Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a support tool for constructing a honeycomb structure, and its construction method, capable of eliminating labor of form installing work performed in its front stage and form removing work performed as postprocessing, when constructing the honeycomb structure. <P>SOLUTION: This support tool is arranged for fixing a position of an end part side surface of the honeycomb structure, when constructing the honeycomb structure of filling sediment and crushed stones in a honeycomb-shaped cubic reinforcing material of forming a plate-like or net-like high polymer material as the honeycomb structure. The support tool for constructing the honeycomb structure is composed of a rectangular plate contacting with a honeycomb structure end part side surface and a rectangular plate contacting with the ground surface, and is formed by substantially vertically joining one side of the rectangular plate contacting with the honeycomb structure end part side surface to the rectangular plate contacting with the ground surface. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は板状や網状の高分子材料からなるストリップ材をはちの巣構造にしたハニカム状立体補強材に、土砂・砕石等の充填材を充填したハニカム構造体の構築方法に関する。   The present invention relates to a method for constructing a honeycomb structure in which a honeycomb solid reinforcing material having a honeycomb structure made of a strip material made of a plate-like or net-like polymer material is filled with a filler such as earth and sand or crushed stone.

以前より板状や網状の高分子材料からなるストリップ材をはちの巣構造にしたハニカム状立体補強材は知られており、このハニカム状立体補強材に充填材を充填したハニカム構造体は(以下、ハニカム状立体補強材に充填材を充填した構造体を「ハニカム構造体」と記す)地盤の補強材、道路の路盤材、歩道の基礎材、仮設道路、擁壁の資材に利用されてきた(特許文献1)。   A honeycomb-shaped three-dimensional reinforcing material having a honeycomb structure made of a strip material made of a plate-like or net-like polymer material has been known, and a honeycomb structure in which this honeycomb-shaped three-dimensional reinforcing material is filled with a filler (hereinafter referred to as a honeycomb structure). Structures filled with fillers in the shape of three-dimensional reinforcing materials are referred to as “honeycomb structures”). They have been used for ground reinforcing materials, road base materials, sidewalk foundation materials, temporary roads, and retaining wall materials (patents) Reference 1).

ハニカム構造体を用いた地盤補強構造体をコンクリート構造物や道路、鉄道などの下部支持体として利用することも一般的に行われている。特許文献2では、ハニカム構造体を用いた地盤補強構造体を鉄道等の道床として利用した例を提示している。   In general, a ground reinforcing structure using a honeycomb structure is used as a lower support for concrete structures, roads, railways, and the like. Patent Document 2 presents an example in which a ground reinforcing structure using a honeycomb structure is used as a road bed of a railway or the like.

ところでハニカム構造体の構築には、柔軟な材料であるハニカム状立体補強材を施工位置に固定するため、施工範囲を取り囲むように木材等を用いて型枠を設置しなければならなかった。この型枠の設置工事は、その後のハニカム構造体の設置工事と比して大変手間のかかるものであった。   By the way, for the construction of the honeycomb structure, in order to fix the honeycomb-shaped three-dimensional reinforcing material, which is a flexible material, at the construction position, it has been necessary to install a form using wood or the like so as to surround the construction range. This installation work for the formwork was much more laborious than the subsequent installation work for the honeycomb structure.

またハニカム構造体設置完了後、ハニカム構造体の周囲を埋め戻しながら、型枠を撤去していかなければならなかった。撤去を怠ると、将来において土中にて型枠を構成する木材が腐り沈下等の障害が起こり、施工不良の原因となった。さらに、この一連の型枠設置及び撤去作業は大変手間の掛かる作業で、簡易に構造物等の支持体を施工できることが利点のはずのハニカム構造体設置工事のネックとなっていた。   In addition, after the honeycomb structure was installed, the formwork had to be removed while refilling the periphery of the honeycomb structure. If the removal was neglected, in the future, the wood forming the formwork in the soil would cause problems such as decay and sinkage, causing poor construction. Furthermore, this series of mold installation and removal work is very time-consuming work, and it has become a bottleneck for the honeycomb structure installation work that should be advantageous to be able to easily construct a support such as a structure.

特許第2825897号公報Japanese Patent No. 2825897 特開平8−189002号JP-A-8-189002

本発明は、ハニカム構造体構築において、その前段階で行われる型枠設置工事と、後処理として行われる型枠撤去工事の手間を省くことができるハニカム構造体構築用支持具とその工法の提供である。   The present invention provides a support for building a honeycomb structure and a method for the same, which can save the labor of the formwork installation work performed in the previous stage and the formwork removal work performed as a post-treatment in the construction of the honeycomb structure. It is.

本発明はこの課題を解決するためになされたものであり、板状または網状の高分子材料をはちの巣構造にしたハニカム状立体補強材に土砂・砕石等を充填したハニカム構造体を構築するに際して、ハニカム構造体の端部側面の位置を固定するために設けられる支持具であって、ハニカム構造体構築後は該構造体と一体となり、撤去の必要がないハニカム構造体構築用支持具である。   The present invention has been made to solve this problem, and in constructing a honeycomb structure in which a honeycomb-shaped three-dimensional reinforcing material having a honeycomb structure made of a plate-like or net-like polymer material is filled with earth, sand, crushed stone, etc. It is a support provided for fixing the position of the side surface of the end of the honeycomb structure, and is a support for building a honeycomb structure that is integrated with the structure after the honeycomb structure is constructed and does not need to be removed.

請求項2記載の発明は、ハニカム構造体端部側面と接する長方形状板と、地面と接する長方形状板からなり、ハニカム構造体端部側面と接する長方形状板の一辺と地面と接する長方形状板がほぼ垂直に結合した請求項1記載のハニカム構造体構築用支持具である。   The invention according to claim 2 comprises a rectangular plate in contact with the honeycomb structure end side surface and a rectangular plate in contact with the ground, and a rectangular plate in contact with the ground and one side of the rectangular plate in contact with the honeycomb structure end side surface The support for building a honeycomb structure according to claim 1, in which are bonded substantially vertically.

請求項3記載の発明は、ハニカム構造体端部側面と接する長方形状板の一辺と、地面と接する長方形状板の一辺が結合し、L型形状をした請求項1または2記載のハニカム構造体構築用支持具である。   The invention according to claim 3 is the honeycomb structure according to claim 1 or 2, wherein one side of the rectangular plate in contact with the side surface of the end of the honeycomb structure and one side of the rectangular plate in contact with the ground are combined to form an L shape. It is a support for construction.

請求項4記載の発明は、ハニカム構造体端部側面と接する長方形状板の一辺と、地面と接する長方形状板の面が結合し、逆T型形状をした請求項1から3のいずれかに記載のハニカム構造体構築用支持具である。   According to a fourth aspect of the present invention, in one of the first to third aspects, the side of the rectangular plate in contact with the end face of the honeycomb structure and the surface of the rectangular plate in contact with the ground are combined to form an inverted T shape. The honeycomb structure building support described.

請求項5記載の発明は、ハニカム構造体端部側面と接する長方形状板と、地面と接する長方形状板の、いずれかまたは両方に孔を有する請求項1から4のいずれかに記載のハニカム構造体構築用支持具である。   The invention according to claim 5 is the honeycomb structure according to any one of claims 1 to 4, wherein the honeycomb structure has holes in either or both of the rectangular plate in contact with the end surface of the honeycomb structure and the rectangular plate in contact with the ground. It is a body building support tool.

請求項6記載の発明は、ハニカム構造体端部側面と接する長方形状板と、地面と接する長方形状板に、補強部材が結合されている構造をなす請求項1から5のいずれかに記載のハニカム構造体構築用支持具である。   The invention according to claim 6 is the structure according to any one of claims 1 to 5, wherein the reinforcing member is coupled to the rectangular plate in contact with the end face of the honeycomb structure and the rectangular plate in contact with the ground. A support for building a honeycomb structure.

請求項7記載の発明は、請求項1から請求項6のいずれかに記載の支持具を用いるハニカム構造体の施工方法である。   The invention according to claim 7 is a method for constructing a honeycomb structure using the support according to any one of claims 1 to 6.

本発明による支持具を用いることにより、ハニカム構造体の施工範囲を決定し、柔軟なハニカム構造体を固定し、その形状を確定することができる。   By using the support according to the present invention, the construction range of the honeycomb structure can be determined, the flexible honeycomb structure can be fixed, and the shape thereof can be determined.

本発明による支持具を用いることにより、ハニカム構造体の施工の際に現場でその都度施工していた木製等の型枠設置工事を容易にすることができる。   By using the support tool according to the present invention, it is possible to facilitate the installation work of the formwork such as wood, which has been constructed on site every time when the honeycomb structure is constructed.

また、本発明による埋め殺しのできる支持具により、ハニカム構造体設置後に行われていた木製等の型枠撤去作業の手間を省くことができる。   In addition, the support tool capable of being buried according to the present invention can save the labor of removing a formwork such as a wooden work after the honeycomb structure is installed.

以下、本発明の実施形態について図面を用いて説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

図1は、この発明に利用するハニカム状立体補強材1の展張前の斜視図である。ハニカム状立体補強材1は、複数枚の高密度ポリエチレンのストリップ材2を一定間隔の結合部位4にて結合したものである。このハニカム状立体補強材1は展張方向5に展張してハニカム状のセル構造を形成する。   FIG. 1 is a perspective view of a honeycomb three-dimensional reinforcing material 1 used for the present invention before expansion. The honeycomb three-dimensional reinforcing material 1 is obtained by bonding a plurality of high-density polyethylene strip materials 2 at bonding sites 4 at regular intervals. The honeycomb-shaped three-dimensional reinforcing material 1 is stretched in the stretching direction 5 to form a honeycomb-shaped cell structure.

ハニカム状立体補強材1のストリップ材には排水性を向上させるために孔3を設けた方がよい。孔の大きさや形状はどのようなものでもよいが、特に大きさが1cm程度の円形のものがよい。さらに孔の数は多い方が良いが、多すぎるとストリップ材の強度が低下するため、ストリップ材の面積の40%を越えない程度の数がよい。また孔の配置は直列でも千鳥配置でもよい。   The strip material of the honeycomb-shaped three-dimensional reinforcing material 1 is preferably provided with holes 3 in order to improve drainage. The hole may have any size or shape, but a circular shape having a size of about 1 cm is particularly preferable. Furthermore, it is better that the number of holes is large, but if the number is too large, the strength of the strip material is lowered, so that the number should not exceed 40% of the area of the strip material. Further, the holes may be arranged in series or in a staggered manner.

図2は、図1で示した、ストリップ材に孔を有するハニカム状立体補強材を展張した際の斜視図である。ハニカム状立体補強材1を展張すると、ハニカム状のセル6が形成される。セル6内に充填材7を充填して締め固めを行うことにより、剛性のあるハニカム構造体を形成させる。ストリップ材に孔があるとセル内の水が上下方向だけでなく、横方向にも移動可能となり、排水性が向上する。   FIG. 2 is a perspective view when the honeycomb three-dimensional reinforcing material having holes in the strip material shown in FIG. 1 is stretched. When the honeycomb-shaped three-dimensional reinforcing material 1 is stretched, honeycomb-shaped cells 6 are formed. By filling the cells 6 with the filler 7 and compacting, a rigid honeycomb structure is formed. If there is a hole in the strip material, the water in the cell can move not only in the vertical direction but also in the horizontal direction, improving drainage.

図3は、本発明のハニカム状立体補強材を用いたハニカム構造体の構築に用いる支持具(L型)の斜視図である。支持具8は2枚の長方形状板の各一辺を結合したL型断面の構造をしている。また板の内側に水抜きのための孔9を持つ。また支持具8の中心部分に補強部材10を擁している。補強部材10は支持具に付属する補強部材接続用スリット11に入れこみ、L型の支持具の強度を増加させている。   FIG. 3 is a perspective view of a support (L-type) used for constructing a honeycomb structure using the honeycomb-shaped three-dimensional reinforcing material of the present invention. The support 8 has an L-shaped cross-section structure in which each side of two rectangular plates is joined. There is also a hole 9 for draining water inside the plate. A reinforcing member 10 is held at the center of the support 8. The reinforcing member 10 is inserted into the reinforcing member connecting slit 11 attached to the support member to increase the strength of the L-shaped support member.

支持具を構成する長方形状の2枚の板は長方形でなくてもよく、正方形でも台形でも三角形でもよい。水抜きのための孔9は、図3では2つの大きな正方形状の孔を描写しているが、排水性を有していれば大きな孔でなくても良く、小さな孔をたくさん開けた形状でもよい。また孔の形も四角形状にこだわらず、円形でも楕円形でも三角形でも多角形でもよい。   The two rectangular plates constituting the support may not be rectangular, and may be square, trapezoidal or triangular. In FIG. 3, the holes 9 for draining water are depicted as two large square holes. However, the holes 9 need not be large holes as long as they have drainage properties. Good. Further, the shape of the hole is not limited to a square shape, and may be a circle, an ellipse, a triangle, or a polygon.

補強部材10は図3のような三角形に限らず、支持具のL型形状を維持できれば長方形や棒状でもよい。また、1カ所に限らす多数設けての良い。また補強部材は、本例のように使用時に支持具に接続するタイプでも良いし、あらかじめ支持具に接続された状態でもよい。   The reinforcing member 10 is not limited to a triangle as shown in FIG. 3, but may be a rectangle or a rod as long as the L-shape of the support can be maintained. In addition, a large number may be provided in only one place. Further, the reinforcing member may be of a type that is connected to the support when in use as in this example, or may be in a state of being connected to the support in advance.

図4は、本発明のハニカム状立体補強材を用いたハニカム構造体の構築に用いる支持具(逆T型)の斜視図である。支持具8はハニカム構造体端部側面と接する長方形状板の一辺と、地面と接する長方形状板の面を結合させた断面形状が逆T型の形状でも良い。また図4では長方形状板に小さな多数の孔を有した例を示している。   FIG. 4 is a perspective view of a support (inverted T type) used for constructing a honeycomb structure using the honeycomb-shaped three-dimensional reinforcing material of the present invention. The support 8 may have an inverted T-shaped cross section in which one side of a rectangular plate in contact with the honeycomb structure end side surface and a surface of the rectangular plate in contact with the ground are combined. FIG. 4 shows an example in which a rectangular plate has a large number of small holes.

本発明の支持具は、土中で腐らない材質であればどのような材料を用いても良い。望ましいのはプラスチックやステンレスなど耐食性のある金属である。さらに望ましいのはポリエチレンやポリプロピレンといったプラスチックである。   The support of the present invention may be made of any material as long as it does not rot in the soil. Desirable are corrosion-resistant metals such as plastic and stainless steel. More desirable are plastics such as polyethylene and polypropylene.

図5は、本発明の支持具(L型)の施工例である。ハニカム構造体の施工範囲を縁取るように支持具を並べてゆく。並べた支持具は仮止め程度にアンカーピンや杭等で固定することが望ましい。逆T型でも同様に並べていく。   FIG. 5 is a construction example of the support (L-type) of the present invention. Supports are lined up so as to border the construction range of the honeycomb structure. It is desirable to fix the arranged support tools with anchor pins or piles to the extent of temporary fixing. The reverse T type is also arranged in the same way.

図7は従来の現場施工する木枠の施工例である。木杭13を一定間隔に打ち込み、そこに木板12を釘などで固定して、型枠を構築する。本発明の支持具を使用する場合より、手間のかかる構築方法である。   FIG. 7 is a construction example of a conventional wooden frame to be constructed on site. The wooden pile 13 is driven at a constant interval, and the wooden board 12 is fixed there with a nail or the like to construct a formwork. It is a construction method that takes more time than the case of using the support of the present invention.

図6は、本発明の支持具8を設置後、その内側にハニカム状立体補強材1を敷設し、ハニカム状立体補強材1内に土砂・砕石等の充填材7を充填した例である。その後、ハニカム状立体補強材1とともに、支持具8も埋設される。   FIG. 6 shows an example in which the honeycomb-shaped three-dimensional reinforcing material 1 is laid on the inner side of the support 8 of the present invention, and the honeycomb-shaped three-dimensional reinforcing material 1 is filled with a filler 7 such as earth and sand or crushed stone. Thereafter, the support 8 is embedded together with the honeycomb-shaped three-dimensional reinforcing material 1.

図7は、従来工法の木枠を設置後、その内側にハニカム状立体補強材1を敷設し、ハニカム状立体補強材1内に土砂・砕石等の充填材7を充填した例である。ハニカム構造体の設置後、木板12および木杭13は撤去する。撤去しないと土中で木枠が腐り、将来において沈下等の障害が生じる恐れがある。   FIG. 7 shows an example in which after installing a wooden frame of a conventional construction method, a honeycomb-shaped three-dimensional reinforcing material 1 is laid inside, and the honeycomb-shaped three-dimensional reinforcing material 1 is filled with a filler 7 such as earth and sand or crushed stone. After installation of the honeycomb structure, the wooden board 12 and the wooden pile 13 are removed. If it is not removed, the wooden frame will rot in the soil, and there is a risk of causing problems such as subsidence in the future.

ハニカム状立体補強材に土砂・砕石等の充填材を充填したハニカム構造体を構築するに際に、現場でその都度施工していた木製等の型枠設置工事や型枠撤去工事の手間をなくし、より簡単にハニカム構造体の設置作業を行うことができる。   When building a honeycomb structure filled with fillers such as earth and sand and crushed stone in a honeycomb-shaped three-dimensional reinforcing material, it eliminates the hassle of wooden formwork installation work and formwork removal work that were performed each time on site. Thus, the installation work of the honeycomb structure can be performed more easily.

ハニカム状立体補強材の展帳前の斜視図である。It is a perspective view before the exhibition of a honeycomb-shaped solid reinforcing material. ハニカム状立体補強材の展帳後の斜視図である。It is a perspective view after the exhibition of a honeycomb-shaped solid reinforcing material. 本発明の支持具(L型)の斜視図である。It is a perspective view of the support tool (L type) of the present invention. 本発明の支持具(逆T型)の斜視図である。It is a perspective view of the support tool (inverted T type) of the present invention. 本発明の支持具(L型)施工例の斜視図である。It is a perspective view of the support tool (L type) construction example of this invention. 本発明の支持具(L型)及びハニカム構造体施工例の斜視図である。It is a perspective view of the support tool (L type) and honeycomb structure construction example of the present invention. 従来の現場打ち型枠施工例の斜視図である。It is a perspective view of the conventional on-site formwork construction example. 従来の現場打ち型枠及びハニカム構造体施工例の斜視図である。It is a perspective view of the conventional spot casting frame and the example of honeycomb structure construction.

符号の説明Explanation of symbols

1 ハニカム状立体補強材
2 ストリップ材
3 孔
4 結合部位
5 展帳方向
6 セル
7 充填材
8 支持具
9 孔
10 補強部材
11 補強部材接続用スリット
12 木板
13 木杭
DESCRIPTION OF SYMBOLS 1 Honeycomb-shaped solid reinforcement 2 Strip material 3 Hole 4 Bonding part 5 Extension direction 6 Cell 7 Filler 8 Support 9 Hole 10 Reinforcement member 11 Reinforcing member connection slit 12 Wood board 13 Wood pile

Claims (7)

板状または網状の高分子材料をはちの巣構造にしたハニカム状立体補強材に土砂・砕石等を充填したハニカム構造体を構築するに際して、ハニカム構造体の端部側面の位置を固定するために設けられる支持具であって、ハニカム構造体構築後は該構造体と一体となり、撤去の必要がないハニカム構造体構築用支持具。   Provided to fix the position of the side surface of the end of the honeycomb structure when building a honeycomb structure filled with earth and sand, crushed stone, etc. in a honeycomb-like three-dimensional reinforcing material having a honeycomb structure made of a plate-like or net-like polymer material A support for building a honeycomb structure, which is integrated with the structure after the honeycomb structure is constructed and does not need to be removed. ハニカム構造体端部側面と接する長方形状板と、地面と接する長方形状板からなり、ハニカム構造体端部側面と接する長方形状板の一辺と地面と接する長方形状板がほぼ垂直に結合した請求項1記載のハニカム構造体構築用支持具。   A rectangular plate in contact with the side surface of the honeycomb structure end and a rectangular plate in contact with the ground, wherein one side of the rectangular plate in contact with the side surface of the honeycomb structure end and the rectangular plate in contact with the ground are joined substantially vertically. The support for building a honeycomb structure according to 1. ハニカム構造体端部側面と接する長方形状板の一辺と、地面と接する長方形状板の一辺が結合し、L型形状をした請求項1または2記載のハニカム構造体構築用支持具。   The support for building a honeycomb structure according to claim 1 or 2, wherein one side of the rectangular plate in contact with the end face of the honeycomb structure and one side of the rectangular plate in contact with the ground are combined to form an L shape. ハニカム構造体端部側面と接する長方形状板の一辺と、地面と接する長方形状板の面が結合し、逆T型形状をした請求項1から3のいずれかに記載のハニカム構造体構築用支持具。   The support for building a honeycomb structure according to any one of claims 1 to 3, wherein one side of the rectangular plate in contact with the end surface of the honeycomb structure and the surface of the rectangular plate in contact with the ground are combined to form an inverted T shape. Ingredients. ハニカム構造体端部側面と接する長方形状板と、地面と接する長方形状板の、いずれかまたは両方に孔を有する請求項1から4のいずれかに記載のハニカム構造体構築用支持具。   The support for building a honeycomb structure according to any one of claims 1 to 4, wherein the support has a hole in one or both of a rectangular plate in contact with the side surface of the end portion of the honeycomb structure and a rectangular plate in contact with the ground. ハニカム構造体端部側面と接する長方形状板と、地面と接する長方形状板に、補強部材が結合されている構造をなす請求項1から5のいずれかに記載のハニカム構造体構築用支持具。   The support for building a honeycomb structure according to any one of claims 1 to 5, wherein the reinforcing member is coupled to a rectangular plate in contact with the side surface of the end portion of the honeycomb structure and a rectangular plate in contact with the ground. 請求項1から請求項6のいずれかに記載の支持具を用いるハニカム構造体の施工方法。   A method for constructing a honeycomb structure using the support according to any one of claims 1 to 6.
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010255247A (en) * 2009-04-23 2010-11-11 Tokyo Printing Ink Mfg Co Ltd Soil improving construction method and soil improving structure
JP2011032815A (en) * 2009-08-05 2011-02-17 Tokyo Printing Ink Mfg Co Ltd Retaining wall and method of constructing the same
JP2016035147A (en) * 2014-08-01 2016-03-17 東京インキ株式会社 Construction method for protective structure against fallen object, and protective structure against fallen object
CN109208994A (en) * 2018-11-01 2019-01-15 中国人民解放军32181部队 Honeycomb cell structure defense of resistance to impact wall
JP2020172806A (en) * 2019-04-11 2020-10-22 株式会社ジオベクトル Reinforced soil wall construction method

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JPH04357206A (en) * 1990-12-27 1992-12-10 Yokohama Rubber Co Ltd:The Earth filling material for civil work
JP2004036093A (en) * 2002-06-28 2004-02-05 Aiki:Kk Slope face protection method

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04357206A (en) * 1990-12-27 1992-12-10 Yokohama Rubber Co Ltd:The Earth filling material for civil work
JP2004036093A (en) * 2002-06-28 2004-02-05 Aiki:Kk Slope face protection method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010255247A (en) * 2009-04-23 2010-11-11 Tokyo Printing Ink Mfg Co Ltd Soil improving construction method and soil improving structure
JP2011032815A (en) * 2009-08-05 2011-02-17 Tokyo Printing Ink Mfg Co Ltd Retaining wall and method of constructing the same
JP2016035147A (en) * 2014-08-01 2016-03-17 東京インキ株式会社 Construction method for protective structure against fallen object, and protective structure against fallen object
CN109208994A (en) * 2018-11-01 2019-01-15 中国人民解放军32181部队 Honeycomb cell structure defense of resistance to impact wall
JP2020172806A (en) * 2019-04-11 2020-10-22 株式会社ジオベクトル Reinforced soil wall construction method

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