JP2001011840A - Triangular prism frame type concrete block for civil engineering structure - Google Patents

Triangular prism frame type concrete block for civil engineering structure

Info

Publication number
JP2001011840A
JP2001011840A JP11187703A JP18770399A JP2001011840A JP 2001011840 A JP2001011840 A JP 2001011840A JP 11187703 A JP11187703 A JP 11187703A JP 18770399 A JP18770399 A JP 18770399A JP 2001011840 A JP2001011840 A JP 2001011840A
Authority
JP
Japan
Prior art keywords
triangular prism
frame
concrete block
type concrete
lattice
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.)
Granted
Application number
JP11187703A
Other languages
Japanese (ja)
Other versions
JP4226150B2 (en
Inventor
Motoyasu Itoi
元保 糸井
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.)
PARITEI ZIPANGU KK
Original Assignee
PARITEI ZIPANGU KK
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 PARITEI ZIPANGU KK filed Critical PARITEI ZIPANGU KK
Priority to JP18770399A priority Critical patent/JP4226150B2/en
Publication of JP2001011840A publication Critical patent/JP2001011840A/en
Application granted granted Critical
Publication of JP4226150B2 publication Critical patent/JP4226150B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/80Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
    • Y02A40/81Aquaculture, e.g. of fish

Abstract

PROBLEM TO BE SOLVED: To provide a triangular prism frame type concrete block capable of economically and efficiently constructing a film and stabilized revetment wall equipped with high confluent efficiency to natural environment and a retaining wall and being used also for constructing a fish reef or the like. SOLUTION: A triangular prism frame type concrete block 1 having a lattice combined with a frame material is provided to one or two faces of the peripheral surface, i.e., one or two faces showing a rectangular frame-shape. The surface having the lattice of the block 1 is used as the outside surface and is put side by side, and a civil engineering structure such as fish reef, wave absorbing dyke, revetment wall, retaining wall or the like is constructed by piling up the surface. The strength of the block 1 against external force in the direction changing the rectangular frame into a rhombus can be increased by making a batten 5 slantly extended from the frame material include in the lattice.

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、漁礁、護岸壁な
いし擁壁、道路や鉄道の路床などの土木構造物を構築す
るのに用いる大型のコンクリートブロックに関するもの
で、三角柱状の枠型のコンクリートブロックに関するも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a large-sized concrete block used for constructing civil engineering structures such as fishing reefs, revetment walls or retaining walls, road and railway subgrades, and has a triangular prism-shaped frame type. It relates to concrete blocks.

【0002】[0002]

【従来の技術】三角柱の稜線部分に配置された梁状のコ
ンクリート材の一体化された集合によって形成された三
角柱枠型コンクリートブロックは、この出願の出願人が
特開平9−217304号により提案している。提案さ
れたコンクリートブロックは、重機械を用いて路床や擁
壁を能率良く構築するのに適した大型のもので、三角柱
の枠型のブロックを積み重ねることにより、内部空間が
開放された土木構造物を構築する。
2. Description of the Related Art A triangular prism frame type concrete block formed by an integrated assembly of beam-like concrete materials arranged at the ridge of a triangular prism has been proposed by the applicant of the present application in Japanese Patent Application Laid-Open No. 9-217304. ing. The proposed concrete block is a large block suitable for efficiently constructing subgrades and retaining walls using heavy machinery, and is a civil engineering structure with an open interior space by stacking triangular prism frame-type blocks. To build.

【0003】この構造で路床などを構築したときは、地
表に線状に延びる路床によって左右に分断された地域
が、三角柱枠型コンクリートブロックによって形成され
る開放された内部空間を介して連通されるので、当該地
域が有していた既存の環境ないし生態系を破壊する危険
が少ない。
[0003] When a subgrade is constructed with this structure, the area divided into right and left by the subgrade extending linearly on the surface of the ground communicates through an open internal space formed by a triangular prism frame type concrete block. The risk of destroying the existing environment or ecosystem of the area.

【0004】[0004]

【発明が解決しようとする課題】上記の三角柱枠型コン
クリートブロックを提案した後、当該ブロックの有利性
を検証する研究が本願出願人らにより引き続き行われて
きた。その過程において、三角柱枠型コンクリートブロ
ックを、護岸壁や擁壁の構築に用いることの有利性が見
出され、またその適用のために、従来の三角柱枠型コン
クリートブロックに加えられるべき種々の改良案の提案
と検討が行われた。
After proposing the above triangular prism frame type concrete block, researches for verifying the advantages of the block have been continuously conducted by the present applicants. In the process, the advantages of using triangular prism-shaped concrete blocks for the construction of seawalls and retaining walls have been found, and for its application, various improvements to be made to conventional triangular-frame-type concrete blocks. The proposal was proposed and considered.

【0005】この発明は、上記の提案ないし検討に基づ
く研究の結果なされたもので、自然環境に対する高い融
合性を備えた強固で安定した護岸壁及び擁壁を、経済的
かつ能率的に構築することが可能で、かつ漁礁等を構築
するのにも用いることができる、改良された三角柱枠型
コンクリートブロックを提供すること課題としている。
The present invention has been made as a result of research based on the above proposals and studies, and is intended to economically and efficiently construct a strong and stable revetment wall and retaining wall having high fusibility with the natural environment. It is an object of the present invention to provide an improved triangular prism frame type concrete block which can be used for constructing a fishing reef or the like.

【0006】[0006]

【課題を解決するための手段】この発明では、三角柱枠
型コンクリートブロックの周面の一面ないし二面、すな
わち矩形枠状を呈する面の一面ないし二面に、枠材と一
体化された格子を設けることによって、上記課題を解決
している。格子は、嵌め込み構造としてもよいが、製造
上は枠と一体に成形する構造が適している。格子の目の
粗さは、製造上及びブロックの内部に充填する充填材の
粒度などを考慮して決定すればよい。必要があれば、擁
壁などを構築する時に格子の背面にネットや透水性マッ
トなどを添設することで、内部の充填材が格子の目から
流出するのを防止できる。
According to the present invention, a grid integrated with a frame member is provided on one or two surfaces of a triangular prism frame type concrete block, that is, on one or two surfaces having a rectangular frame shape. The above-mentioned problem is solved by providing. Although the lattice may have a fitting structure, a structure formed integrally with the frame is suitable for manufacturing. The mesh roughness of the lattice may be determined in consideration of the particle size of the filler to be filled in the inside of the block in manufacturing and the like. If necessary, a net or a water-permeable mat may be attached to the back of the lattice when constructing the retaining wall or the like, so that the internal filler can be prevented from flowing out of the lattice.

【0007】三角柱枠型コンクリートブロックは、辺の
長さを2ないし3m、あるいはそれ以上の長さの大型の
ブロックとして、重機械を用いて各種の土木構造物を構
築するときに大きな有利性が発揮される。そのため、従
来の三角柱枠型コンクリートブロックでは、ブロックの
各面に相当に大きな開口が形成されている。この開口の
一面ないし二面に格子を枠材と一体に設けることによ
り、当該格子を設けた面を通してのブロック内部と外部
との遮蔽性を必要に応じて高めることができ、三角柱枠
型コンクリートブロックが有している自然環境との融和
性を損なうことなく、漁礁、護岸壁、擁壁などに用いた
ときのより好ましい機能を実現できる。
A triangular prism frame type concrete block is a large block having a side length of 2 to 3 m or more, and has a great advantage when various civil engineering structures are constructed using heavy machinery. Be demonstrated. Therefore, in the conventional triangular prism frame type concrete block, a considerably large opening is formed on each surface of the block. By providing a grid integrally with the frame material on one or two surfaces of the opening, the shielding property between the inside and the outside of the block through the surface provided with the grid can be enhanced as necessary, and the triangular prism frame type concrete block It is possible to realize more favorable functions when used for fishing reefs, seawalls, retaining walls, etc., without impairing the compatibility with the natural environment possessed by.

【0008】この発明の請求項1は、三角柱の稜線部分
に配置された細長いコンクリート枠材の一体化された集
合により三角柱枠を形成した土木構造物用三角柱枠型コ
ンクリートブロックにおいて、三角柱の矩形の枠面の一
面ないし二面に枠材と一体化された格子が設けられてい
る三角柱枠型コンクリートブロックを提供するものであ
る。
According to a first aspect of the present invention, there is provided a triangular prism frame type concrete block for civil engineering structure in which a triangular prism frame is formed by an integrated set of elongated concrete frame members arranged at the ridge portions of the triangular prism. An object of the present invention is to provide a triangular prism frame type concrete block in which a lattice integrated with a frame material is provided on one or two surfaces of a frame surface.

【0009】また、この出願の請求項2は、上記請求項
1の三角柱枠型コンクリートブロックにおいて、格子が
枠材から斜めに延びる傾斜桟を備えているコンクリート
ブロックを提供するものである。
[0009] A second aspect of the present invention provides a concrete block having a triangular prism frame type concrete block according to the first aspect, wherein the lattice has an inclined bar extending obliquely from the frame material.

【0010】請求項3の発明は、製造方法を考慮した上
記請求項1または2の三角柱枠型コンクリートブロック
を提案するもので、少なくとも1個が枠内に格子を有
し、少なくとも1個が枠内に格子を有していない3個の
矩形枠型コンクリートブロックを各枠の長辺部分で連結
した構造を備えていることを特徴とするものである。
[0010] The invention of claim 3 proposes the triangular prism frame type concrete block of claim 1 or 2 in consideration of a manufacturing method, wherein at least one has a lattice in a frame, and at least one has a lattice. The structure comprises a structure in which three rectangular frame-type concrete blocks having no lattice inside are connected at the long side of each frame.

【0011】なお、矩形枠部分に設ける格子に枠材から
斜めに延びる桟を含ませることにより、矩形枠が菱形に
変形する方向の外力に対するブロックの強度を高めるこ
とができ、三角形の持つ変形に対する高い剛性を三角柱
枠型コンクリートブロックの矩形枠枠状の面にも付与す
ることができる。
The grid provided in the rectangular frame portion includes a crosspiece extending obliquely from the frame material, whereby the strength of the block against external forces in the direction in which the rectangular frame is deformed into a rhombus can be increased, and the deformation of the triangle can be reduced. High rigidity can also be imparted to the rectangular frame-shaped surface of the triangular prism frame type concrete block.

【0012】また、請求項3の三角柱枠型コンクリート
ブロックは、二次元的な矩形枠を組み合わせて三角柱枠
を形成するので、ブロックを成形するための成形型の構
造が簡単になるとともに、ブロックの成形作業も容易に
なり、従ってこの発明に係る三角柱枠型コンクリートブ
ロックを安価に提供する手段として有用である。
Further, the triangular prism frame type concrete block according to the third aspect of the present invention forms the triangular prism frame by combining two-dimensional rectangular frames, so that the structure of the molding die for molding the block is simplified and the structure of the block is reduced. The molding operation is also facilitated, so that it is useful as a means for providing the triangular prism frame type concrete block according to the present invention at low cost.

【0013】[0013]

【発明の実施の形態】以下、図面に示す実施例を参照し
て、この出願の発明に係るコンクリートブロック及び当
該コンクリートブロックによって構築される土木構造物
の例を説明する。図1はこの発明のコンクリートブロッ
クの一実施例を示す斜視図で、正三角柱枠の周面に形成
される矩形枠の1個に枠材4に対して45度傾斜した複
数の桟5で形成される格子を一体成形により設けた例を
示したものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An example of a concrete block according to the invention of the present application and a civil engineering structure constructed by the concrete block will be described below with reference to embodiments shown in the drawings. FIG. 1 is a perspective view showing one embodiment of a concrete block according to the present invention, which is formed by a plurality of bars 5 inclined at 45 degrees to a frame member 4 on one of rectangular frames formed on the peripheral surface of a regular triangular prism frame. 1 shows an example in which a lattice to be formed is provided by integral molding.

【0014】図1の三角柱枠型コンクリートブロック1
は、図2、3に示す格子付矩形枠ブロック2の1個と、
図4に示す格子を有しない矩形枠ブロック3の2個と
を、その長辺に沿って配置されたボルト孔6に挿通した
ボルトとナットにより締結して、組立てられたものであ
る。締結用のボルト及びナットはステンレス材とし、矩
形枠ブロック2、3相互の締結面7にはモルタルや接着
剤を塗布し、またボルトの頭やナットは凹部に落し込ん
でモルタルや接着剤で覆うことにより、ボルトやナット
に対する耐蝕性を高めている。
[0014] Triangular prism frame type concrete block 1 of FIG.
Is one of the rectangular frame blocks 2 with a lattice shown in FIGS.
The two rectangular frame blocks 3 having no lattice shown in FIG. 4 are assembled by fastening with bolts and nuts inserted into bolt holes 6 arranged along the long sides thereof. The bolts and nuts for fastening are made of stainless steel, and mortar or an adhesive is applied to the fastening surfaces 7 of the rectangular frame blocks 2 and 3. The heads and nuts of the bolts are dropped into recesses and covered with mortar or an adhesive. Thereby, the corrosion resistance to bolts and nuts is increased.

【0015】格子は、矩形枠の枠材4に対して45度傾
斜した複数の桟5で形成されている。矩形枠ブロック相
互の締結面7は、矩形枠の面に対して30度の傾斜角で
設けられており、かつ3つの矩形枠の短辺及び長辺はそ
れぞれ等しく、従って3個の矩形枠を締結することによ
り正三角柱枠が形成され、その矩形の枠面の1個に格子
が形成される。
The lattice is formed by a plurality of bars 5 inclined at 45 degrees with respect to the rectangular frame member 4. The fastening surfaces 7 between the rectangular frame blocks are provided at an inclination angle of 30 degrees with respect to the surface of the rectangular frame, and the short sides and the long sides of the three rectangular frames are equal to each other. The fastening forms a regular triangular prism frame, and a lattice is formed on one of the rectangular frame surfaces.

【0016】図5は、図1の三角柱枠型コンクリートブ
ロック1の複数個を用いて海底に形成された漁礁の一例
を示したもので、格子5を設けた面を外向きにして3個
のブロック1を一部積み重ねた状態で並べることによ
り、台形枠状の漁礁を形成したものである。この漁礁の
外側を向く側面は格子を有しており、従って小型の魚が
大型の魚に追われたときに、この格子の開口部を通って
逃げることができる。このような漁礁を構築するとき、
下に配置される2個のブロックの上方を向く2つの矩形
枠面に格子を備えたものを用いれば、より隠蔽性に優れ
た漁礁とすることができる。また三角柱の小口面にも嵌
め込み構造で格子を設けることができ、より高い隠蔽性
を備えた漁礁とすることもできる。
FIG. 5 shows an example of a fishing reef formed on the sea floor using a plurality of triangular prism frame type concrete blocks 1 of FIG. A trapezoidal frame-shaped fishing reef is formed by arranging the blocks 1 in a partially stacked state. The outward facing side of the reef has a grid, so that small fish can escape through openings in the grid when chased by large fish. When building such a reef,
If two rectangular frames facing the upper side of the two blocks arranged below are provided with a lattice, a fishing reef with more excellent concealment properties can be obtained. Also, a lattice can be provided in the triangular prism with a fitting structure on the small side surface, and a fishing reef with higher concealment properties can be obtained.

【0017】図6は、図1のブロック1を格子5を設け
た面を外向きにして並列に並べ、更に並列に設けたもの
の間に従来構造の(格子を有しない)三角柱枠型ブロッ
ク8を積み重ねて、内部空間に栗石や割石等を充填して
消波堤を形成した例を示したものである。
FIG. 6 shows the triangular prism frame-type block 8 of the conventional structure (without lattice) between the blocks 1 of FIG. 1 with the surface on which the lattice 5 is provided facing outward and arranged in parallel. Are stacked, and the inner space is filled with rock stone or split stone to form a breakwater.

【0018】また、図7は、図1のブロック1を格子5
を設けた面を海ないし河川に向けて並べ、その背後に栗
石や割石等を充填して、更にその上に同様な構造を積み
重ねることによって、護岸壁を構築した例を示したもの
である。これらの構造の消波堤や護岸壁は、内部に外界
と連通する多数の狭い空間が形成されるため、小型の動
物及び植物のための豊富な住み処を提供できる。
FIG. 7 shows a block 5 of FIG.
This is an example of the construction of a revetment wall by arranging the surface facing the sea or river, filling it with chestnut stone, split stone, etc., and stacking a similar structure on it. Breakwaters and seawalls with these structures form a large number of narrow spaces inside which communicate with the outside world, so that they can provide an abundant habitat for small animals and plants.

【0019】図8ないし10は、図1のブロックを用い
て擁壁を構築した例を示したものである。擁壁の場合に
は、積み上げたブロックの内部に充填されるのは土砂で
あってもよい。割石や砕石を適宜用いることにより、擁
壁の強度と自然環境との融和性とを両立させることもで
きる。擁壁面を形成する格子の隙間からの割石や土砂の
流出は、それらの充填材の粒子径に応じて格子の背面に
金属線材又は合成繊維製のネットや、吸出防止材などと
呼ばれている繊維質の通水性のある目の細かいマットを
添えることにより防止できる。
FIGS. 8 to 10 show examples in which a retaining wall is constructed using the blocks of FIG. In the case of a retaining wall, earth and sand may be filled inside the stacked blocks. By appropriately using crushed stones and crushed stones, both the strength of the retaining wall and the compatibility with the natural environment can be achieved. The outflow of broken stones and earth and sand from the gaps of the grid that forms the retaining wall is called a metal wire or a synthetic fiber net or a suction prevention material on the back of the grid depending on the particle size of the filler. This can be prevented by adding a fibrous water-permeable fine mat.

【0020】擁壁を構築するときは、上段の壁面を下段
の壁面より後退させた階段状のものとすることもできる
し、前述した護岸壁に示したように、下段のものと上段
のものを同一面の同一勾配として積み上げてゆくことも
できる。図8は、二段目を一段目から後退させて積み、
三段目を二段目と同一面にして積んだ例である。
When constructing the retaining wall, the upper wall may be stepped so that the upper wall is recessed from the lower wall, and as shown in the above-mentioned revetment wall, the lower wall and the upper wall may be used. Can be stacked as the same slope on the same surface. FIG. 8 shows that the second stage is stacked backward from the first stage,
This is an example in which the third stage is stacked on the same plane as the second stage.

【0021】また、法面の傾斜角は必ずしもブロックの
傾斜角に制限されるものではなく、図9に示した例で
は、上段のブロックを傾けて配置することにより、擁壁
面の勾配が上段ほど急傾斜となる擁壁を構築している。
Further, the slope angle of the slope is not necessarily limited to the slope angle of the block. In the example shown in FIG. 9, the inclination of the retaining wall is increased as the upper block is inclined. A steep retaining wall is being constructed.

【0022】また、図10に示した例では、図1のブロ
ックを格子面を手前側にして手前側に30度傾けて並べ
ることにより、各段の擁壁面を垂直にし、その階段状に
なった段面に樹木を植えて緑化擁壁としている。
Further, in the example shown in FIG. 10, the blocks of FIG. 1 are arranged side by side at an angle of 30 degrees with the lattice plane being on the front side, so that the retaining wall of each step is vertical, and the steps are formed in a stepped shape. Trees are planted on the terraces to make it a green retaining wall.

【0023】この発明のコンクリートブロックで構築さ
れた擁壁は、その擁壁面にブロック背後の土と連通する
開口が存在しているため、この開口を通じて擁壁内と外
界との連続性が保たれ、空気や水の流動と各種の小動物
や植物の生育が可能で、より自然に融合した形態での崖
面の保護を図ることができる。
In the retaining wall constructed of the concrete block of the present invention, an opening communicating with the soil behind the block exists in the retaining wall, so that continuity between the inside of the retaining wall and the outside world is maintained through this opening. In addition, the flow of air and water and the growth of various small animals and plants are possible, and the cliff can be protected in a more naturally fused form.

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

【図1】ブロックの一実施例を示す斜視図FIG. 1 is a perspective view showing an embodiment of a block.

【図2】格子を設けた矩形枠ブロックの正面図FIG. 2 is a front view of a rectangular frame block provided with a lattice.

【図3】矩形枠ブロックの側面図FIG. 3 is a side view of a rectangular frame block.

【図4】格子を有しない矩形枠ブロックの正面図FIG. 4 is a front view of a rectangular frame block having no lattice.

【図5】図1のブロックで漁礁を構築した例を示す斜視
FIG. 5 is a perspective view showing an example of constructing a fishing reef with the blocks of FIG. 1;

【図6】図1のブロックで消波堤を構築した例を示す斜
視図
FIG. 6 is a perspective view showing an example in which a breakwater is constructed with the blocks of FIG. 1;

【図7】図1のブロックで護岸壁を構築した例を示す斜
視図
FIG. 7 is a perspective view showing an example in which a revetment wall is constructed with the blocks of FIG. 1;

【図8】図1のブロックで構築された擁壁の第一例を示
す斜視図
FIG. 8 is a perspective view showing a first example of a retaining wall constructed by the blocks of FIG. 1;

【図9】同第二例を示す斜視図FIG. 9 is a perspective view showing the second example.

【図10】同第三例を示す斜視図FIG. 10 is a perspective view showing the third example.

【符号の説明】[Explanation of symbols]

1 コンクリートブロック 4 枠材 5 桟 1 concrete block 4 frame material 5 crosspiece

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 三角柱の稜線部分に配置された細長いコ
ンクリート枠材の一体化された集合により三角柱枠を形
成した土木構造物用三角柱枠型コンクリートブロックに
おいて、三角柱の矩形の枠面の一面ないし二面に枠材と
一体化された格子が設けられていることを特徴とする、
三角柱枠型コンクリートブロック。
1. A triangular prism frame type concrete block for a civil engineering structure having a triangular prism frame formed by an integrated set of elongated concrete frame members arranged at the ridge line portion of the triangular prism. Characterized in that a grid integrated with the frame material is provided on the surface,
Triangular prism frame type concrete block.
【請求項2】 格子が枠材から斜めに延びる傾斜桟を備
えていることを特徴とする、請求項1記載の三角柱枠型
コンクリートブロック。
2. The triangular prism frame type concrete block according to claim 1, wherein the grid has an inclined bar extending obliquely from the frame material.
【請求項3】 少なくとも1個が枠内に格子を有し、少
なくとも1個が枠内に格子を有していない3個の矩形枠
型コンクリートブロックを各枠の長辺部分で連結して三
角柱枠を形成した、請求項1または2記載の三角柱枠型
コンクリートブロック。
3. A triangular prism formed by connecting at least one rectangular frame type concrete block having a lattice in a frame and at least one not having a lattice in the frame at a long side portion of each frame. The triangular prism frame type concrete block according to claim 1 or 2, wherein the frame is formed.
JP18770399A 1999-07-01 1999-07-01 Triangular prism frame concrete block for civil engineering structures Expired - Fee Related JP4226150B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18770399A JP4226150B2 (en) 1999-07-01 1999-07-01 Triangular prism frame concrete block for civil engineering structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18770399A JP4226150B2 (en) 1999-07-01 1999-07-01 Triangular prism frame concrete block for civil engineering structures

Publications (2)

Publication Number Publication Date
JP2001011840A true JP2001011840A (en) 2001-01-16
JP4226150B2 JP4226150B2 (en) 2009-02-18

Family

ID=16210694

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP4226150B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030025370A (en) * 2001-09-20 2003-03-29 재단법인 포항산업과학연구원 Gravity retaining wall construction method with steel frame
KR20030025366A (en) * 2001-09-20 2003-03-29 재단법인 포항산업과학연구원 Soil accumulation method with assembly steel frame
KR100409197B1 (en) * 2001-09-20 2003-12-18 주식회사 포스코 Retaining wall construction method with assembly steel frame
WO2006056124A1 (en) * 2004-11-24 2006-06-01 Hon Kit Chui An artificial reef
KR101014848B1 (en) * 2009-05-27 2011-02-15 주식회사 우미 Artifical Fishing Reef
WO2013133588A1 (en) * 2012-03-08 2013-09-12 Kim Sug-Moon Caisson breakwater, caisson unit for constructing same, and method for preparing same

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030025370A (en) * 2001-09-20 2003-03-29 재단법인 포항산업과학연구원 Gravity retaining wall construction method with steel frame
KR20030025366A (en) * 2001-09-20 2003-03-29 재단법인 포항산업과학연구원 Soil accumulation method with assembly steel frame
KR100409197B1 (en) * 2001-09-20 2003-12-18 주식회사 포스코 Retaining wall construction method with assembly steel frame
WO2006056124A1 (en) * 2004-11-24 2006-06-01 Hon Kit Chui An artificial reef
KR101014848B1 (en) * 2009-05-27 2011-02-15 주식회사 우미 Artifical Fishing Reef
WO2013133588A1 (en) * 2012-03-08 2013-09-12 Kim Sug-Moon Caisson breakwater, caisson unit for constructing same, and method for preparing same

Also Published As

Publication number Publication date
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