JP2000087337A - Civil engineering structure formed of connected stone - Google Patents

Civil engineering structure formed of connected stone

Info

Publication number
JP2000087337A
JP2000087337A JP10318566A JP31856698A JP2000087337A JP 2000087337 A JP2000087337 A JP 2000087337A JP 10318566 A JP10318566 A JP 10318566A JP 31856698 A JP31856698 A JP 31856698A JP 2000087337 A JP2000087337 A JP 2000087337A
Authority
JP
Japan
Prior art keywords
stone
unit
stones
anchor
tools
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP10318566A
Other languages
Japanese (ja)
Inventor
Masashi Yukimoto
昌司 行本
Takuo Yukimoto
卓生 行本
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP10318566A priority Critical patent/JP2000087337A/en
Publication of JP2000087337A publication Critical patent/JP2000087337A/en
Pending legal-status Critical Current

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Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Revetment (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve workability and constructibility by collecting a number of unit stones to form a square, and arranging a number of connecting tools forming folded anchors at both ends of a flexible metallic wire to show a specified condition, and anchoring the anchors in the unit stones to connect a number of unit stone. SOLUTION: Both ends of a flexible metallic wire 3 made of a steel wire treated with zinc-aluminum alloy plating are bent at right angles to form an anchor 4 and further, the tips of the ends are widened in order to enhance the adhesive force, to prepare many these connecting tools 2. The connecting tools 2 between the peripheral unit stones 1 squarely arranged are linearly arranged lengthwise and crosswise to form a frame-shape and most of the connecting tools 2 between the middle unit stones 1 are obliquely arranged, and the anchors 4 of the connecting tools 2 are fixed in the unit stones 1. In this way, a number of unit stones 1 are connected to form a mat and connecting anchor metal tools 6 are attached to the four corners. These square mats are laid on a ground such as a slope face or the like in accordance with a using area and then, the metal tools 6 are connected to constitute this civil engineering structure formed of connected stones.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は護岸、河川根固
工、堤防、あるいは擁壁の法覆工等に使用される石連結
土木構造物に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a stone-linked civil engineering structure used for revetment, river shoring, embankment or retaining wall lining.

【0002】[0002]

【従来の技術】従来覆工用結合ブロックはネット、金網
等に、多数のブロックを接着するか、金物を利用して取
付けたものが一般的に知られている。
2. Description of the Related Art Conventionally, as a lining joint block, it is generally known that a large number of blocks are adhered to a net, a wire net or the like, or are attached by using hardware.

【0003】発明者等は先に以上の構造のものを改良
し、複数個の大塊状の自然石を集合させ、相隣る自然石
の接合部に穿設された接合孔に可撓性金属線状接合材を
挿入して接合剤を充填し、前記複数個の自然石を一体成
形してある自然石結合ブロックを開発し、登録実用新案
第2513973号として登録されている。
The present inventors have improved the above-mentioned structure, assembled a plurality of large blocks of natural stones, and inserted a flexible metal into a joint hole formed at a joint between adjacent natural stones. A natural stone bonding block in which a linear bonding material is inserted and filled with a bonding agent and the plurality of natural stones are integrally formed has been developed and registered as a registered utility model No. 2513973.

【0004】この発明は前記考案と同様の目的をもっ
て、その考案を発展させ、特に自然石その他、人造石等
の単位石を多数集合、結合して施工性、製作性を向上す
べく創案したものである。
[0004] The present invention has been developed with the same object as the above-mentioned invention, and has been developed to improve workability and manufacturability by assembling and combining a large number of unit stones such as natural stones and artificial stones. It is.

【0005】[0005]

【課題を解決するための手段】この発明は、石連結土木
構造物であって、単位石を多数個集合させ、可撓性金属
線材の両端部に折曲げ状のアンカー部を形成した連結具
を多数準備し、前記連結具のアンカー部を複数前記単位
石内に定着して前記多数の単位石を連続状態に結合して
なる。そのアンカー部の定着は単位石の穿孔内に連結具
のアンカー部を複数挿入し、その穿孔内に凝固剤を注入
硬化させて単位石内に前記アンカー部を定着してある。
SUMMARY OF THE INVENTION The present invention relates to a stone-connected civil engineering structure, in which a plurality of unit stones are assembled and a bent anchor portion is formed at both ends of a flexible metal wire. Are prepared, a plurality of anchor portions of the connecting tool are fixed in the unit stone, and the plurality of unit stones are connected in a continuous state. For anchoring the anchor, a plurality of anchors of the connector are inserted into the perforation of the unit stone, and a coagulant is injected and hardened into the perforation to fix the anchor in the unit stone.

【0006】また他の構造として連結具のアンカー部の
周辺に単位石成形材を充填硬化させることにより単位石
成形とともにその単位石内に前記アンカー部を定着して
ある。
Further, as another structure, a unit stone forming material is filled and hardened around the anchor portion of the connecting member, and the anchor portion is fixed in the unit stone together with the unit stone forming.

【0007】[0007]

【実施例】使用する主材料は単位石1と連結具2からな
る。単位石1は特に大形玉石等の自然石で、1個の重量
は20〜50kg程度とされる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The main materials used consist of a unit stone 1 and a connector 2. The unit stone 1 is a natural stone such as a large cobble stone, and the weight of one unit stone is about 20 to 50 kg.

【0008】連結具2は径が6mm程度の亜鉛アルミ合
金メッキで加工した鋼線の可撓性金属材3の両端部に、
直角に折曲げ状のアンカー部4が形成されている。この
アンカー部4の先端は付着力を高めるため広げてある。
このアンカー部4を単位石1内に定着し、使用する面積
に応じて準備された単位石1と連結具2を多数個集合さ
せ、縦、横あるいは一部斜めの所要の方向に向けて配し
た連結具2によって連結状態に結合する。
The connecting member 2 is provided at both ends of a flexible metal material 3 of a steel wire processed by zinc aluminum alloy plating having a diameter of about 6 mm.
A bent anchor portion 4 is formed at a right angle. The tip of the anchor portion 4 is expanded to increase the adhesive force.
The anchor portion 4 is fixed in the unit stone 1 and a large number of unit stones 1 and connecting tools 2 prepared according to the area to be used are assembled and arranged in a required vertical, horizontal or partially oblique direction. Is connected in the connected state by the connected connecting tool 2.

【0009】以上の単位石はマット状に連結され、その
マット状の四隅に連結アンカー金具6が取付けてあり、
一辺が2〜3m程度のマット状にして法面等地盤上に搬
入して連結アンカー金具6を連結して敷並べる。
The unit stones described above are connected in a mat shape, and connection anchors 6 are attached to the four corners of the mat shape.
A mat having a side of about 2 to 3 m is formed and carried on the ground such as a slope, and the connecting anchors 6 are connected and arranged.

【0010】単位石1内に連結具2のアンカー部を定着
する手段としては自然石の単位石1の表面から略重心位
置に穿孔5し、この穿孔5内に複数のアンカー部4を一
緒にたばねて挿入し、凝固剤を注入して定着させること
ができる。
As means for fixing the anchor portion of the connecting tool 2 in the unit stone 1, a hole 5 is drilled from the surface of the unit stone 1 of natural stone to a position substantially at the center of gravity, and a plurality of anchor portions 4 are jointed in the hole 5. A spring can be inserted and a coagulant can be injected to fix it.

【0011】凝固剤として、アクリル樹脂系の凝固剤と
硬化剤を混合した接着剤が使用される。また人造石によ
る単位石1の場合、型枠7内にアンカー部4を配置し、
石成形材をアンカー部4の周辺に充填し、それを硬化さ
せることによりアンカー部4を単位石1内に定着してあ
る。 以上のマット状の連結した単位石1は反転して法
面等地盤上に連結具2が地盤Gに接するように敷並べ
る。
As the coagulant, an adhesive obtained by mixing an acrylic resin-based coagulant and a curing agent is used. In the case of the unit stone 1 made of artificial stone, the anchor part 4 is arranged in the formwork 7,
A stone molding material is filled around the anchor portion 4 and is hardened to fix the anchor portion 4 in the unit stone 1. The mat-shaped connected unit stones 1 are turned upside down and laid on the ground such as a slope so that the connecting tool 2 is in contact with the ground G.

【0012】[0012]

【発明の効果】この発明は以上の構成からなり、連結具
の両端は折曲状のアンカー部が形成されて自然石等の単
位石内に定着してあるので連結具が施工時においてもま
た敷設する際にも自然石から抜出して外れる恐れがな
い。
According to the present invention, the connecting tool has bent anchor portions formed at both ends thereof and is fixed in a unit stone such as natural stone. When laying, there is no danger that the stone will come out of the natural stone and come off.

【0013】またアンカー部が複数集合して定着される
ので穿孔数が少なくなり、穿孔の手間が少ない。また連
結具は縦、横方向および一部斜めのたすき掛け状等あら
ゆる方向に配置することができ、多方向に連結されるの
で、強固で安定した連結構造が構成され、不等沈下やね
じれを防止できる。
Further, since a plurality of anchor portions are assembled and fixed, the number of perforations is reduced, and labor for perforation is reduced. In addition, the connection tool can be arranged in all directions such as vertical, horizontal and partially oblique crossing, and it is connected in multiple directions, so a strong and stable connection structure is formed, and uneven settlement and twist Can be prevented.

【0014】さらに連結具の長さを適宜選択することに
より全体として可撓性があり、地盤あるいは単位石等に
凹凸の高さの変化があっても、連結具で自由に高さ調整
して連結でき、単位石間同士の間隙を大きくでき、動植
物が生息し、生態系を保全でき、しかも施工が簡単で経
済的な覆工ができる。
Further, by selecting the length of the connecting member as appropriate, the whole is flexible, and even if there is a change in the height of the unevenness on the ground or the unit stone, the height can be freely adjusted with the connecting member. It can be connected, the gap between unit stones can be enlarged, flora and fauna inhabit, ecosystem can be preserved, and construction can be done easily and economically.

【図面の簡単な説明】[Brief description of the drawings]

【図1】この発明の土木構造物の平面図である。FIG. 1 is a plan view of a civil engineering structure according to the present invention.

【図2】図1の一部断面図である。FIG. 2 is a partial cross-sectional view of FIG.

【図3】図1の底面図である。FIG. 3 is a bottom view of FIG. 1;

【図4】一部の拡大断面図である。FIG. 4 is a partially enlarged cross-sectional view.

【図5】A,Bは結合課程の断面図である。FIGS. 5A and 5B are cross-sectional views of a coupling process.

【図6】A,Bは結合状態の他の実施例の断面図であ
る。
FIGS. 6A and 6B are cross-sectional views of another embodiment in a connected state.

【図7】結合ブロックの使用状態の断面図である。FIG. 7 is a cross-sectional view of the use state of the coupling block.

【符号の説明】[Explanation of symbols]

1…単位石、2…連結具、3…金属線、4…アンカー
部、5…穿孔、6…連結アンカー金具、7…型枠、G…
地盤
DESCRIPTION OF SYMBOLS 1 ... Unit stone, 2 ... Connecting tool, 3 ... Metal wire, 4 ... Anchor part, 5 ... Perforation, 6 ... Connecting anchor fitting, 7 ... Form, G ...
ground

─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成11年10月14日(1999.10.
14)
[Submission date] October 14, 1999 (1999.10.
14)

【手続補正1】[Procedure amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】全文[Correction target item name] Full text

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【書類名】 明細書[Document Name] Statement

【発明の名称】 石連結土木構造物[Title of the Invention] Stone-connected civil engineering structure

【特許請求の範囲】[Claims]

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は護岸、河川根固
工、堤防、あるいは擁壁の法覆工等に使用される石連結
土木構造物に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a stone-linked civil engineering structure used for revetment, river shoring, embankment or retaining wall lining.

【0002】[0002]

【従来の技術】従来覆工用結合ブロックはネット、金網
等に、多数のブロックを接着するか、金物を利用して取
付けたものが一般的に知られている。
2. Description of the Related Art Conventionally, as a lining joint block, it is generally known that a large number of blocks are adhered to a net, a wire net or the like, or are attached by using hardware.

【0003】発明者等は先に以上の構造のものを改良
し、複数個の大塊状の自然石を集合させ、相隣る自然石
の接合部に穿設された接合孔に可撓性金属線状接合材を
挿入して接合剤を充填し、前記複数個の自然石を一体成
形してある自然石結合ブロックを開発し、登録実用新案
第2513973号として登録されている。
The present inventors have improved the above-mentioned structure, assembled a plurality of large blocks of natural stones, and inserted a flexible metal into a joint hole formed at a joint between adjacent natural stones. A natural stone bonding block in which a linear bonding material is inserted and filled with a bonding agent and the plurality of natural stones are integrally formed has been developed and registered as a registered utility model No. 2513973.

【0004】この発明は前記考案と同様の目的をもっ
て、その考案を発展させ、特に自然石その他、人造石等
の単位石を多数集合、結合して施工性、製作性を向上す
べく創案したものである。
[0004] The present invention has been developed with the same object as the above-mentioned invention, and has been developed to improve workability and manufacturability by assembling and combining a large number of unit stones such as natural stones and artificial stones. It is.

【0005】[0005]

【課題を解決するための手段】この発明は、石連結土木
構造物であって、単位石を多数個集合させ、可撓性金属
線材の両端部に折曲げ状のアンカー部を形成した連結具
を多数準備し、周辺単位石間の連結具は縦方向および横
方向に直線状にして枠状の配置とし、中間単位石間の連
結具はその大部分を斜め方向に配置し、前記連結具のア
ンカー部を単位石内に定着して前記多数の単位石を連結
状態に結合してなることを特徴とする石連結土木構造
物。
SUMMARY OF THE INVENTION The present invention relates to a stone-connected civil engineering structure, in which a plurality of unit stones are assembled and a bent anchor portion is formed at both ends of a flexible metal wire. A large number of the connecting pieces between the peripheral unit stones are arranged linearly in the longitudinal direction and the horizontal direction to form a frame-like arrangement, and the connecting pieces between the intermediate unit stones are arranged mostly in an oblique direction; A stone-connected civil engineering structure, wherein the anchor unit is fixed in a unit stone and the plurality of unit stones are connected in a connected state.

【0006】[0006]

【実施例】使用する主材料は多数の単位石1と多数の連
結具2からなる。単位石1は特に大形玉石等の自然石
で、1個の重量は20〜50kg程度とされる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The main material used consists of a number of unit stones 1 and a number of connectors 2. The unit stone 1 is a natural stone such as a large cobble stone, and the weight of one unit stone is about 20 to 50 kg.

【0007】連結具2は径が6mm程度の亜鉛アルミ合
金メッキで加工した鋼線の可撓性金属材3の両端部に、
直角に折曲げ状のアンカー部4が形成されている。この
アンカー部4の先端は付着力を高めるため広げてある。
このアンカー部4を単位石1内に定着し、使用する面積
に応じて多数個方形状に集合させた単位石1と多数の連
結具2を多数個集合させ、周辺単位石1間の連結具2は
縦方向および横方向に直線状に配して枠状となし、中間
単位石間1間の連結具2は大部分斜め所要の方向に向け
て配した連結具2によって連結状態に結合する。
[0007] The connecting member 2 is provided on both ends of a flexible metal material 3 of a steel wire processed by zinc aluminum alloy plating having a diameter of about 6 mm.
A bent anchor portion 4 is formed at a right angle. The tip of the anchor portion 4 is expanded to increase the adhesive force.
This anchor part 4 is fixed in the unit stone 1, and a large number of unit stones 1 and a large number of connecting tools 2 assembled in a plurality of squares according to the area to be used are assembled into a large number of connecting tools between the peripheral unit stones 1. 2 are arranged in a straight line in the vertical and horizontal directions to form a frame shape, and the connecting tool 2 between the intermediate unit stones 1 is connected in a connected state by the connecting tool 2 which is mostly arranged obliquely in a required direction. .

【0008】以上の単位石は多数個方形状に集合させて
マット状に連結され、その方形マット状の四隅に連結ア
ンカー金具6が取付けてあり、一辺が2〜3m程度の方
形マット状にして法面等地盤上に搬入して連結アンカー
金具6を連結して敷並べる。
The above-mentioned unit stones are assembled into a large number of squares and connected in a mat shape, and connection anchors 6 are attached to the four corners of the square mat shape to form a square mat shape with a side of about 2 to 3 m. It is carried on the ground such as a slope, and the connecting anchors 6 are connected and laid.

【0009】単位石1内に連結具2のアンカー部を定着
する手段としては自然石の単位石1の表面から略重心位
置に穿孔5し、この穿孔5内に複数のアンカー部4を一
緒にたばねて挿入し、凝固剤を注入して定着させること
ができる。
As means for fixing the anchor portion of the connecting tool 2 in the unit stone 1, a hole 5 is formed at a position substantially at the center of gravity from the surface of the unit stone 1 made of natural stone, and a plurality of anchor portions 4 are joined together in the hole 5. A spring can be inserted and a coagulant can be injected to fix it.

【0010】凝固剤として、アクリル樹脂系の凝固剤と
硬化剤を混合した接着剤が使用される。また人造石によ
る単位石1の場合、型枠7内にアンカー部4を配置し、
石成形材をアンカー部4の周辺に充填し、それを硬化さ
せることによりアンカー部4を単位石1内に定着してあ
る。 以上のマット状の連結した単位石1は反転して法
面等地盤上に連結具2が地盤Gに接するように敷並べ
る。
As the coagulant, an adhesive obtained by mixing an acrylic resin-based coagulant and a curing agent is used. In the case of the unit stone 1 made of artificial stone, the anchor part 4 is arranged in the formwork 7,
A stone molding material is filled around the anchor portion 4 and is hardened to fix the anchor portion 4 in the unit stone 1. The mat-shaped connected unit stones 1 are turned upside down and laid on the ground such as a slope so that the connecting tool 2 is in contact with the ground G.

【0011】[0011]

【発明の効果】この発明は以上の構成からなり、連結具
の両端は折曲状のアンカー部が形成されて自然石等の単
位石内に定着してあるので連結具が施工時においてもま
た敷設する際にも自然石から抜出して外れる恐れがな
い。
According to the present invention, the connecting tool has bent anchor portions formed at both ends thereof and is fixed in a unit stone such as natural stone. When laying, there is no danger that the stone will come out of the natural stone and come off.

【0012】またアンカー部が複数集合して定着される
ので穿孔数が少なくなり、穿孔の手間が少ない。また周
辺単位石間の連結具は縦、横方向に直線状に枠状の配置
とし、中間単位石間の連結具の大部分斜めのたすき掛け
状等あらゆる方向に配置することができ、多方向に連結
されるので、強固で安定した方形マット状をなす連結構
造が構成され、不等沈下やねじれを防止でき施工性がよ
い。
Further, since a plurality of anchor portions are assembled and fixed, the number of perforations is reduced, and labor for perforation is reduced. In addition, the connecting tools between the peripheral unit stones are arranged in a frame shape in a straight line in the vertical and horizontal directions, and the connecting tools between the intermediate unit stones can be arranged in almost all directions such as diagonal crossing, and can be multi-directional. Therefore, a solid and stable square mat-like connecting structure is formed, and uneven settlement and twisting can be prevented, and workability is good.

【0013】さらに連結具の長さを適宜選択することに
より全体として可撓性があり、地盤あるいは単位石等に
凹凸の高さの変化があっても、連結具で自由に高さ調整
して連結でき、単位石間同士の間隙を大きくでき、動植
物が生息し、生態系を保全でき、しかも施工が簡単で経
済的な覆工ができる。
[0013] Furthermore, by selecting the length of the connecting member appropriately, the connecting member has flexibility as a whole. Even if the height of the unevenness is changed in the ground or the unit stone, the height can be freely adjusted by the connecting member. It can be connected, the gap between unit stones can be enlarged, flora and fauna inhabit, ecosystem can be preserved, and construction can be done easily and economically.

【図面の簡単な説明】[Brief description of the drawings]

【図1】この発明の土木構造物の平面図である。FIG. 1 is a plan view of a civil engineering structure according to the present invention.

【図2】図1の一部断面図である。FIG. 2 is a partial cross-sectional view of FIG.

【図3】図1の底面図である。FIG. 3 is a bottom view of FIG. 1;

【図4】一部の拡大断面図である。FIG. 4 is a partially enlarged cross-sectional view.

【図5】A,Bは結合課程の断面図である。FIGS. 5A and 5B are cross-sectional views of a coupling process.

【図6】A,Bは結合状態の他の実施例の断面図であ
る。
FIGS. 6A and 6B are cross-sectional views of another embodiment in a connected state.

【図7】結合ブロックの使用状態の断面図である。FIG. 7 is a cross-sectional view of the use state of the coupling block.

【符号の説明】 1…単位石、2…連結具、3…金属線、4…アンカー
部、5…穿孔、6…連結アンカー金具、7…型枠、G…
地盤
[Description of Signs] 1 ... unit stone, 2 ... connecting tool, 3 ... metal wire, 4 ... anchor part, 5 ... drilling, 6 ... connecting anchor fitting, 7 ... formwork, G ...
ground

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 単位石を多数個集合させ、可撓性金属線
材の両端部に折曲げ状のアンカー部を形成した連結具を
多数準備し、前記連結具のアンカー部を複数前記単位石
内に定着して前記多数の単位石を連結状態に結合してな
ることを特徴とする石連結土木構造物。
1. A large number of unit stones are assembled, and a large number of connecting tools having bent anchor portions formed at both ends of a flexible metal wire are prepared. Characterized in that the plurality of unit stones are connected to each other in a connected state.
【請求項2】 単位石の穿孔内に連結具のアンカー部を
複数挿入し、その穿孔内に凝固材を注入硬化させて単位
石内に前記アンカー部を定着してある請求項1記載の石
連結土木構造物。
2. The stone according to claim 1, wherein a plurality of anchor portions of the connector are inserted into the perforations of the unit stone, and a solidifying material is injected and hardened into the perforations to fix the anchor portions in the unit stone. Connected civil engineering structures.
【請求項3】 連結具のアンカー部の周辺に石成形材を
充填硬化させることにより石成形とともにその石内に前
記アンカー部を定着してある請求項1記載の石連結土木
構造物。
3. The stone-connected civil engineering structure according to claim 1, wherein the anchor is fixed in the stone together with the stone formation by filling and hardening a stone-forming material around the anchor of the connector.
【請求項4】 連結具は縦横方向および一部斜め方向に
配置してある請求項1記載の石連結土木構造物。
4. The stone-connected civil engineering structure according to claim 1, wherein the connecting tools are arranged in the vertical and horizontal directions and in a partly oblique direction.
JP10318566A 1998-11-10 1998-11-10 Civil engineering structure formed of connected stone Pending JP2000087337A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10318566A JP2000087337A (en) 1998-11-10 1998-11-10 Civil engineering structure formed of connected stone

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10318566A JP2000087337A (en) 1998-11-10 1998-11-10 Civil engineering structure formed of connected stone

Publications (1)

Publication Number Publication Date
JP2000087337A true JP2000087337A (en) 2000-03-28

Family

ID=18100575

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10318566A Pending JP2000087337A (en) 1998-11-10 1998-11-10 Civil engineering structure formed of connected stone

Country Status (1)

Country Link
JP (1) JP2000087337A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100485052B1 (en) * 2002-02-07 2005-04-22 나성민 Stone root mass
KR100745439B1 (en) * 2007-02-23 2007-08-02 상원개발산업주식회사 Environmental friendly block structure
KR100782037B1 (en) 2004-10-08 2007-12-04 주식회사 지오환경 Unit for use in construction structure, method of making of same and construction structure
JP2013221376A (en) * 2012-04-19 2013-10-28 Kazutaka Sugimura Method for stabilizing riverbed of river

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100485052B1 (en) * 2002-02-07 2005-04-22 나성민 Stone root mass
KR100782037B1 (en) 2004-10-08 2007-12-04 주식회사 지오환경 Unit for use in construction structure, method of making of same and construction structure
KR100782038B1 (en) * 2004-10-08 2007-12-04 주식회사 지오환경 Unit for use in construction structure, method of making of same
KR100745439B1 (en) * 2007-02-23 2007-08-02 상원개발산업주식회사 Environmental friendly block structure
JP2013221376A (en) * 2012-04-19 2013-10-28 Kazutaka Sugimura Method for stabilizing riverbed of river

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