JPH06116922A - Building method for structure using artificial rock - Google Patents

Building method for structure using artificial rock

Info

Publication number
JPH06116922A
JPH06116922A JP4291895A JP29189592A JPH06116922A JP H06116922 A JPH06116922 A JP H06116922A JP 4291895 A JP4291895 A JP 4291895A JP 29189592 A JP29189592 A JP 29189592A JP H06116922 A JPH06116922 A JP H06116922A
Authority
JP
Japan
Prior art keywords
pseudo
rock
concrete
rock unit
pseudo rock
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
JP4291895A
Other languages
Japanese (ja)
Other versions
JP2601395B2 (en
Inventor
Minoru Hasegawa
実 長谷川
Wakio Nishigori
和紀郎 錦織
Makoto Kuchinomachi
誠 口ノ町
Koji Yamauchi
耕治 山内
Kunimasa Takahashi
邦正 高橋
Itsuro Yamamoto
逸郎 山本
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.)
KANKYO KIZAI KK
NIPPON TETORAPOTSUTO KK
Nippon Tetrapod Co Ltd
Original Assignee
KANKYO KIZAI KK
NIPPON TETORAPOTSUTO KK
Nippon Tetrapod Co Ltd
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 KANKYO KIZAI KK, NIPPON TETORAPOTSUTO KK, Nippon Tetrapod Co Ltd filed Critical KANKYO KIZAI KK
Priority to JP4291895A priority Critical patent/JP2601395B2/en
Publication of JPH06116922A publication Critical patent/JPH06116922A/en
Application granted granted Critical
Publication of JP2601395B2 publication Critical patent/JP2601395B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

Landscapes

  • Revetment (AREA)

Abstract

PURPOSE:To enable the suitable use of a structure of artificial rocks as artificial rocky tract and an artificial sea shore by improving the landscape and the hydrophilic property of revetment, breakwater, and a jetty built at a shore part. CONSTITUTION:A number of artificial rock unit members 16 are fixed on the peripheral edge of the top end of a substructure. Filling concrete 42 is placed in the inside surrounded with the artificial rock unit members and the filled concrete and the artificial rock unit member are integrally formed to build a first stage part 44. Thereafter, after artificial rock unit members 16 are securely arranged, in a similar manner described in the artificial rock unit, on the first stage part, filling concrete 42 is placed therein to build a second stage part 46. Following and final stages are built in similar procedures described above and the top end opening part of the final stage part is closed. This construction method enables easy construction of a structure, matching with peripheral environment and improving a scene and hydrophilic property, since artificial rocks are used.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、擬岩を用いた構造物
の構築方法に関するものであり、一層詳細には、沿岸部
などに設置される護岸、防波堤、突堤などの景観や親水
性を改善して人工岩場、人工磯等として好適に使用する
ことのできる擬岩を用いた構造物の構築方法に関するも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of constructing a structure using pseudo rock, and more specifically, it improves the landscape and hydrophilicity of seawalls, breakwaters, jetties, etc. installed in coastal areas. Then, the present invention relates to a method for constructing a structure using pseudo rock that can be suitably used as an artificial rock field, an artificial rock, or the like.

【0002】[0002]

【従来技術および発明が解決すべき課題】従来より、海
岸線に沿った沿岸部は、波力に対する保護が第一に考え
られているため、多数のコンクリート製ブロックを組合
わせた護岸構造物によって構成されていることが多かっ
た。
2. Description of the Related Art Conventionally, the coastal area along the coastline has been considered to be the first to be protected against wave forces, so that it is constructed by a revetment structure combining a large number of concrete blocks. It was often done.

【0003】ところで、この種の護岸構造物は人工感が
むきだしであることから周辺環境には全く適合しないだ
けでなく、壁面が垂直となっていることが多いため水辺
に近づきにくいため、例えば、構造物の表面に自然石を
貼ったりあるいは構造物の法面を階段状にして緩傾斜に
するなどの工夫がなされているが、前者の場合は必要な
自然石の入手が難かしく、また後者の場合は人工構造物
としてのイメージが残ってしまうなどの問題があった。
そこで、近時は、コンクリートなどで形成した構造物本
体(躯体)の表面を自然石などのテクスチャーに似せて
加工した擬岩を使用して構造物を設置することなどが検
討されているが、設置時における海上工事の短縮化や波
浪対策など種々の解決すべき課題が指摘され、実現する
までには至っていない。
By the way, this type of revetment structure is not suitable for the surrounding environment because it has an artificial feeling, and the wall surface is often vertical, which makes it difficult to approach the waterside. The natural stones are put on the surface of the structure or the slope of the structure is made into a staircase so that the slope is gentle. However, in the case of the former, it is difficult to obtain the necessary natural stones, and the latter. In the case of, there was a problem that the image as an artificial structure remained.
Therefore, recently, it has been considered to install the structure using pseudo-rock processed by imitating the surface of the main body of the structure (structure) made of concrete etc. to resemble the texture of natural stone, etc. Various problems to be solved such as shortening of sea work and countermeasures against waves have been pointed out and have not been realized yet.

【0004】[0004]

【課題を解決するための手段】この発明では、下部工の
天端周縁上に多数の擬岩ユニット部材を固定し、これら
の擬岩ユニット部材によって囲まれた内側に中詰コンク
リートを打設してこの中詰コンクリートと擬岩ユニット
部材とを一体化することにより第1段部を形成し、つい
でこの第1段部を形成している擬岩ユニット部材上にこ
れらの擬岩ユニット部材と同様の擬岩ユニット部材を配
置固定した後その内側に中詰コンクリートを打設して第
2段部を形成し、同様の手順により最終段部まで形成
し、さらに最終段部の天端開口部を閉塞することによ
り、構築も容易でしかも周辺環境にも適合する擬岩を用
いた構造物の構築方法を提供しようとするものである。
According to the present invention, a large number of pseudo rock unit members are fixed on the top edge of a substructure, and an inner concrete surrounded by these pseudo rock unit members is poured to form a solid concrete. A first step is formed by integrating the filled concrete and the pseudo rock unit member, and then a pseudo rock unit member similar to these pseudo rock unit members is formed on the pseudo rock unit member forming the first step. After arranging and fixing, fill concrete inside to form the second step, form the final step by the same procedure, and further close the top opening of the final step to build It is intended to provide a method of constructing a structure using pseudo rock that is easy to use and that is compatible with the surrounding environment.

【0005】この場合、擬岩ユニット部材としては、鋼
鉄フレーム部材に取り付けた鉄筋および金網とにより形
成した下地にコンクリートを吹き付けることにより自然
石様表面として形成した擬岩パネル、あるいは、鋼鉄フ
レーム部材に自然石を母型として形成した板状岩ピース
を取付けて目地処理を行った擬岩パネルを使用すること
ができる。
In this case, as the pseudo rock unit member, a pseudo rock panel formed as a natural stone-like surface by spraying concrete onto a base formed by reinforcing bars and wire mesh attached to the steel frame member, or a natural stone on the steel frame member It is possible to use a pseudo rock panel in which a plate-shaped rock piece formed by using as a mother mold is attached and joint treatment is performed.

【0006】また、さらに擬岩ユニット部材としては、
キャステイング用型枠内に直方体状鋼鉄フレームを配設
するとともにこの鋼鉄フレームの一側面に金網を張設
し、キャステイング用型枠内にコンクリートを打設した
後、金網面にコンクリートを吹き付けることにより自然
石様表面として形成した擬岩ブロック、あるいは、直方
体状鋼鉄フレームの一側面に自然石を母型として形成し
た板状岩ピースを取付けて目地処理を行うとともに残る
側面をキャステイング用型枠で閉塞してその内部にコン
クリートを打設することにより形成した擬岩ブロックも
使用することができる。
Further, as a pseudo rock unit member,
A rectangular parallelepiped steel frame is placed in the casting formwork, and a wire mesh is stretched on one side of this steel frame.After concrete is placed in the casting formwork, concrete is sprayed onto the wire mesh surface to naturally A pseudo-rock block formed as a stone-like surface or a plate-shaped rock piece formed by using a natural stone as a mold is attached to one side of a rectangular parallelepiped steel frame to perform joint treatment, and the remaining side is closed with a casting formwork. A pseudo rock block formed by pouring concrete inside can also be used.

【0007】[0007]

【作 用】この発明に係る擬岩を用いた構造物の構築方
法によれば、下部工の天端周縁上および各段部に周設固
定した擬岩ユニット部材をその都度型枠として中詰コン
クリートを打設していくので構築作業の容易化だけでな
く費用の低減化と工期の短縮化を図ることができ、さら
に景観だけでなく親水性も改善した構造物を得ることが
できるものである。
[Operation] According to the method for constructing a structure using pseudo rock according to the present invention, a pseudo rock unit member fixed around the top edge of a substructure and on each step is used as a formwork to form a filled concrete. Since the construction is carried out, not only the construction work can be facilitated, but also the cost and the construction period can be shortened, and further, not only the landscape but also the structure with improved hydrophilicity can be obtained.

【0008】[0008]

【実施例】次に、本発明に係る擬岩を使用した構造物の
構築方法の好適な実施例として、新しい親水空間を併せ
持った突堤(以下人工磯と称する)を構築する場合につ
き、添付図面を参照しながら以下詳細に説明する。
EXAMPLES Next, as a preferred example of a method for constructing a structure using pseudo rock according to the present invention, a case of constructing a jetty (hereinafter referred to as an artificial shore) having a new hydrophilic space will be described with reference to the accompanying drawings. A detailed description will be given below with reference to FIG.

【0009】すなわち、このような人工磯を構築するに
際しては、まず、陸上および/または海上から人工磯の
設置場所の床掘を行う。この場合、陸上からの床掘は、
必要に応じて鋼矢板などにより土留めを行いながら基部
から先端に向かって掘り進み、海上からは逆に堀り進め
る。そして床掘が完了した部分から基礎捨石の投入を行
い、所定の石厚を確保し、さらに必要であれば潜水作業
員などを使用して基礎捨石の均し作業を行って基盤10
を形成する(図1a参照)。
That is, when constructing such an artificial rock, first, floor digging is performed from the land and / or the sea at the place where the artificial rock is installed. In this case, floor digging from land is
If necessary, excavate from the base toward the tip while retaining the soil with steel sheet pile, etc. Then, the foundation rubble is thrown in from the portion where the floor excavation is completed, a predetermined stone thickness is secured, and if necessary, the foundation rubble is leveled by using a diving worker or the like and the foundation 10
Are formed (see FIG. 1a).

【0010】次に、この基盤10上における構造物の構
築予定部分に、予め直方体状に形成しておいた基礎方塊
12を据え付け、これらの基礎方塊12に隣接しかつ水
深1m〜2m位で景観上も親水利用上も影響のない部分
には、その天端のみが擬岩として形成されている、後述
する擬岩ブロック38あるいは40と同様の擬岩ブロッ
クを1:5〜1:10程度の緩勾配で根固め部材として
据えつける。そしてこれらの根固め部材の外側でさらに
水深の大きい部分には基礎の安定化のため通常の被覆石
14を投入して適宜均し作業を行うことにより下部工A
を形成する。この際、後述する擬岩ユニット部材の据え
付けに支障をきたさないように据付目地間隔、高さなど
に充分留意する。なお、このように構成した下部工Aは
全体として平均勾配が緩く、しかも潮だまりとなるよう
な凹部などを緩勾配部分に適宜形成することができるの
で新たな親水利用空間を創出することが可能となるもの
である。
Next, the foundation blocks 12 that have been formed in the shape of rectangular parallelepipeds in advance are installed in the planned construction parts of the structure on the foundation 10, and the landscape is adjacent to these foundation blocks 12 and at a water depth of 1 m to 2 m. Only the top end is formed as a pseudo rock in the part that has no influence on the use of hydrophilicity and the pseudo rock block similar to the pseudo rock block 38 or 40 described later with a gentle gradient of about 1: 5 to 1:10. Install as a rooting member. Then, on the outside of these rooting members, where the water depth is deeper, a normal covering stone 14 is put in for stabilizing the foundation, and the leveling work is appropriately performed to carry out the leveling work A.
To form. At this time, pay sufficient attention to the installation joint interval, height, etc. so as not to hinder the installation of the pseudo rock unit member described later. In addition, since the substructure A configured as described above has a gentle average gradient as a whole, and further, a recess or the like that forms a tide pool can be appropriately formed in the gentle gradient portion, so that a new space for utilizing hydrophilicity can be created. It will be.

【0011】そして、多数の基礎方塊12や根固め部材
としての擬岩ブロック38あるいは40などで形成した
下部工Aにおける構造物の構築予定部分の縁部に沿って
その形状、デザインに合うように擬岩ユニット部材16
を配置し、これらの擬岩ユニット部材16と下部工A天
端とを適宜のアンカー手段を介して一体化する(図1b
参照)。
Then, along the edge of the planned construction portion of the structure in the substructure A formed by a large number of foundation blocks 12 and pseudo rock blocks 38 or 40 as a rooting member, pseudo rocks are formed to suit the shape and design. Unit member 16
And the pseudo rock unit member 16 and the top end of the substructure A are integrated by an appropriate anchor means (FIG. 1b).
reference).

【0012】なおこの場合、擬岩ユニット部材16とし
ては、工場で製作した鋼鉄フレーム部材18に取り付け
た鉄筋20と金網22とにより形成した下地材24にコ
ンクリートを吹き付けることにより自然石様表面とした
擬岩パネル26(図2参照)、あるいは、同様に工場で
製作した鋼鉄フレーム部材28に、自然石を母型として
形成した多数の板状岩ピース30を取付けた後、目地処
理を施した擬岩パネル32(図3参照)が好適に使用す
ることができる。
In this case, as the pseudo rock unit member 16, a pseudo rock having a natural stone-like surface is obtained by spraying concrete onto the base material 24 formed by the reinforcing bars 20 and the wire nets 22 attached to the steel frame member 18 manufactured at the factory. A pseudo-rock panel 32 that has been subjected to joint treatment after attaching a large number of plate-shaped rock pieces 30 formed from natural stone as a mold to a panel 26 (see FIG. 2) or a steel frame member 28 similarly manufactured in a factory. (See FIG. 3) can be preferably used.

【0013】前記擬岩パネル26、32は、形状の自由
度が高く製作が容易であるが、テクスチャーの程度から
考えると、擬岩パネル26は視点場からの距離がある修
景岩場を構成する場合に好適に使用され、また、擬岩パ
ネル32は、きめの細かいテクスチャーが得られるので
本実施例のように人工磯などを構築する部材として好適
に使用される。
The pseudo rock panels 26 and 32 have a high degree of freedom in shape and are easy to manufacture, but considering the degree of texture, the pseudo rock panels 26 are used in the case of constructing a scenic rock field with a distance from the viewpoint. The pseudo rock panel 32 is preferably used as a member for constructing an artificial surf and the like as in the present embodiment because a fine texture can be obtained.

【0014】また、前記擬岩ユニット部材16として、
図4に示すように、キャステイング用型枠34内に直方
体状鋼鉄フレーム36を配設するとともにこの鋼鉄フレ
ーム36の一側面に支持用鉄筋網を介して金網22を張
設し、キャステイング用型枠34内にコンクリートを打
設した後、金網22面にコンクリートを吹き付けること
により自然石様表面とした擬岩ブロック38を使用した
り、あるいは、図5に示すように、直方体状鋼鉄フレー
ム28の一側面に、自然石を母型として形成した多数の
板状岩ピース32を付けて目地処理を行うとともに残る
側面をキャステイング用型枠34で閉塞し、その内部に
コンクリートを打設することにより形成した擬岩ブロッ
ク40を使用することができる。
As the pseudo rock unit member 16,
As shown in FIG. 4, a rectangular parallelepiped steel frame 36 is arranged in the casting mold 34, and a wire mesh 22 is stretched on one side of the steel frame 36 via a supporting rebar net to form the casting mold. After placing concrete in 34, use the pseudo rock block 38 having a natural stone-like surface by spraying concrete on the surface of the wire mesh 22, or, as shown in FIG. 5, one side of the rectangular parallelepiped steel frame 28. In addition, a number of plate-shaped rock pieces 32 formed by using natural stone as a master mold are attached to the joints, and the remaining side surface is closed by a casting mold 34, and concrete is placed inside the pseudo-rock. Block 40 can be used.

【0015】このように形成された前記擬岩ブロック3
8および40は、製作工数が多くなる反面、単体として
の安定性が大きいので波浪作用が大きい場所などにも好
適に使用することができる。
The pseudo rock block 3 formed in this way
Although 8 and 40 require a large number of manufacturing steps, they are highly stable as a single body and therefore can be suitably used in a place where a large wave action occurs.

【0016】このようにして下部工A上の縁部に沿って
配設固定された各擬岩ユニット部材16の間隙部分はモ
ルタルなどにより目地処理を施し、これらの擬岩ユニッ
ト部材16によって囲まれた内側にコンクリートポンプ
車などを使用して中詰めコンクリート42を打設するこ
とにより各擬岩ユニット部材16と中詰めコンクリート
42とを一体化して第1段部44を形成する(図1c参
照)。
In this way, the gap portions of the pseudo rock unit members 16 arranged and fixed along the edge on the substructure A are subjected to joint treatment with mortar or the like, and the inside surrounded by these pseudo rock unit members 16 Then, the filling concrete 42 is placed by using a concrete pump truck or the like to integrate the pseudo rock unit members 16 and the filling concrete 42 to form the first step portion 44 (see FIG. 1c).

【0017】次いで、この第1段部44上に適宜のアン
カー手段を介して同様の擬岩ユニット部材22を周設
し、固定した後その内部に中詰コンクリート42を打設
して第2段部46を形成する。そして以下同様に、本実
施例では第3段部として示されている最終段部48まで
順次形成し、さらに最終段部48の天端50を擬岩ユニ
ット部材16(もしくはカラーモルタル)で閉塞して人
工磯を構成する(図1d参照)。
Next, a similar pseudo-rock unit member 22 is circumferentially provided on the first step portion 44 through an appropriate anchoring means, and fixed, and then a solid concrete 42 is placed inside the second step portion. 46 is formed. Then, similarly, in the same manner, the final step portion 48 shown as the third step portion in this embodiment is sequentially formed, and the top end 50 of the final step portion 48 is closed by the pseudo rock unit member 16 (or color mortar). Construct an artificial surf (see Figure 1d).

【0018】なお、人工磯はその先端から完成させなが
ら基部へ向かって作業を行うとともに下部工Aおよび各
段部上に固定する擬岩ユニット部材16は、構築しよう
とする人工磯全体の形状、デザインに従って適宜配設し
ていくことは言うまでもない。そして、最後に各擬岩ユ
ニット部材22間の目地仕上げを行い、下部工Aの不要
部分を砂などで埋め戻す。
It should be noted that the artificial rock is worked toward the base while it is completed from its tip, and the artificial rock unit member 16 fixed on the substructure A and each step is the shape and design of the entire artificial rock to be constructed. It goes without saying that they are appropriately arranged according to the above. Finally, joint finishing between the pseudo rock unit members 22 is performed, and unnecessary portions of the substructure A are backfilled with sand or the like.

【0019】[0019]

【発明の効果】先に述べたように、本発明に係る擬岩を
用いた構造物の構築方法によれば、擬岩ユニットの取付
け固定と中詰めコンクリートの打設を短時日で行うこと
ができるので容易に構築することができる。
As described above, according to the method for constructing a structure using pseudo rock according to the present invention, the pseudo rock unit can be attached and fixed and the filling concrete can be placed in a short time, which is easy. Can be built into.

【0020】また、擬岩構造物自体が自然石に極めて近
い表面テクスチャーを備えているので従来のコンクリー
トむき出しの構造物に比べて周辺環境にマッチするだけ
でなく、従来は利用することができなかった構造物の基
礎部分を新たな親水空間として利用することができる。
また、下部工の天端上および各段部に周設して固定した
擬岩ユニット部材をその都度型枠として使用できるので
構築費用の低減化と工期の短縮化を図ることができる等
種々の利点を有する。
Further, since the pseudo-rock structure itself has a surface texture very close to that of natural stone, it not only matches the surrounding environment as compared with the conventional exposed structure of concrete but also cannot be used conventionally. The basic part of the structure can be used as a new hydrophilic space.
Also, since pseudo rock unit members fixed around the top of the substructure and on each step can be used as the formwork in each case, it is possible to reduce construction costs and shorten the construction period. Have.

【0021】以上、本発明に係る擬岩を用いた構造物の
構築方法の好適な実施例につき添付図面を参照しながら
説明したが、本発明はこの実施例に限定されるものでは
なく、例えば、既存もしくは新たに形成したコンクリー
ト躯体に擬岩ユニット部材を配設固定して、これらの擬
岩ユニニット部材と既存もしくは新たに形成したコンク
リート躯体との間隙に中詰コンクリート等を充填して構
築するなど、本発明の精神を逸脱しない範囲内において
種々の変更をなし得ることは勿論である。
The preferred embodiment of the method for constructing a structure using pseudo rock according to the present invention has been described above with reference to the accompanying drawings. However, the present invention is not limited to this embodiment. By arranging and fixing the pseudo rock unit members to the existing or newly formed concrete skeleton, filling the gap between these pseudo rock unit units and the existing or newly formed concrete skeleton with concrete etc. It goes without saying that various modifications can be made without departing from the spirit of the invention.

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

【図1】a〜dは本発明に係る擬岩を用いた構造物の構
築方法の好適な実施例の構築手順を示す説明図であっ
て、aは基礎捨石の均し作業を行って基盤を形成した状
態の説明図、bは下部工A天端に擬岩ユニット部材を周
設した状態の説明図、cは中詰めコンクリートを打設し
て第1段部を形成した後、この第1段部上に別の擬岩ユ
ニット部材を周設した状態の説明図、dは最終段部の天
端開口部を閉塞して擬岩構造物を構築した状態の説明図
である。
1A to 1D are explanatory views showing a construction procedure of a preferred embodiment of a method of constructing a structure using a pseudo rock according to the present invention, wherein a is a foundation for leveling rubble stones to form a foundation. Explanatory drawing of the formed state, b is an explanatory view of a state in which a pseudo rock unit member is installed around the top of the substructure A, and c is the first step after placing the filling concrete and forming the first step. FIG. 3 is an explanatory view of a state where another pseudo rock unit member is provided around the part, and d is an explanatory view of a state where the pseudo rock structure is constructed by closing the top end opening of the final stage.

【図2】本発明に係る擬岩を用いた構造物の構築に使用
する擬岩ユニット部材としての擬岩パネルの説明図であ
る。
FIG. 2 is an explanatory view of a pseudo rock panel as a pseudo rock unit member used for constructing a structure using pseudo rock according to the present invention.

【図3】本発明に係る擬岩を用いた構造物の構築に使用
する擬岩ユニット部材としての板状岩ピース(擬岩パネ
ル)の説明図である。
FIG. 3 is an explanatory view of a plate-shaped rock piece (pseudo-rock panel) as a pseudo-rock unit member used for constructing a structure using pseudo-rock according to the present invention.

【図4】本発明に係る擬岩を用いた構造物の構築に使用
する擬岩ユニット部材としての擬岩ブロックの説明図で
ある。
FIG. 4 is an explanatory view of a pseudo rock block as a pseudo rock unit member used for constructing a structure using pseudo rock according to the present invention.

【図5】本発明に係る擬岩を用いた構造物の構築に使用
する擬岩ユニット部材としての擬岩ブロックの別の実施
例の説明図である。
FIG. 5 is an explanatory view of another embodiment of a pseudo rock block as a pseudo rock unit member used for constructing a structure using pseudo rock according to the present invention.

【符号の説明】[Explanation of symbols]

10 基盤、 12 基礎方塊、 14
被覆石、16 擬岩ユニット部材、18 鋼鉄フレーム
部材、20 鉄筋、 22 金網、
24 下地材、26 擬岩パネル、 28 鋼鉄フ
レーム部材、30 板状岩ピース、 32 擬岩パネ
ル、 34 キャステイング用型枠 36 鋼鉄フレーム、 38 擬岩ブロック、40
擬岩ブロック、42 中詰めコンクリート、
44 第1段部、46 第2段部、 4
8 最終段部、 50 天端、
10 foundation, 12 foundation block, 14
Coated stone, 16 pseudo rock unit member, 18 steel frame member, 20 rebar, 22 wire mesh,
24 Base Material, 26 Pseudo Rock Panel, 28 Steel Frame Member, 30 Plate Rock Piece, 32 Pseudo Rock Panel, 34 Casting Form 36 Steel Frame, 38 Pseudo Rock Block, 40
Pseudo rock block, 42 filling concrete,
44 first step, 46 second step, 4
8 final stage, 50 crown,

フロントページの続き (72)発明者 口ノ町 誠 東京都新宿区西新宿2丁目7番1号 日本 テトラポッド株式会社内 (72)発明者 山内 耕治 東京都目黒区八雲5−19−2 (72)発明者 高橋 邦正 東京都世田谷区瀬田4−22−16 (72)発明者 山本 逸郎 東京都町田市野津田町136−7Front Page Continuation (72) Inventor Makoto Kuchinocho 2-7-1, Nishi-Shinjuku, Shinjuku-ku, Tokyo Within Japan Tetrapod Co., Ltd. (72) Inventor Koji Yamauchi 5-19-2 Yakumo, Meguro-ku, Tokyo (72) ) Inventor Kunimasa Takahashi 4-22-16 Seta, Setagaya-ku, Tokyo (72) Inventor Itsuro Yamamoto 136-7 Notsuda-cho, Machida-shi, Tokyo

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 下部工の天端周縁上に多数の擬岩ユニッ
ト部材を固定し、これらの擬岩ユニット部材によって囲
まれた内側に中詰コンクリートを打設してこの中詰コン
クリートと擬岩ユニット部材とを一体化することにより
第1段部を形成し、ついでこの第1段部を形成している
擬岩ユニット部材上にこれらの擬岩ユニット部材と同様
の擬岩ユニット部材を配置固定した後その内側に中詰コ
ンクリートを打設して第2段部を形成し、同様の手順に
より最終段部まで形成し、さらに最終段部の天端開口部
を閉塞することを特徴とする擬岩を用いた構造物の構築
方法。
1. A large number of pseudo rock unit members are fixed on the top edge of a substructure, and a solid concrete is poured inside the area surrounded by these pseudo rock unit members to form the solid concrete and the pseudo rock unit members. To form the first step, and then place and fix the pseudo rock unit members similar to these pseudo rock unit members on the pseudo rock unit members forming the first step, A structure using pseudo-rock characterized by pouring packed concrete to form a second step, forming the final step by the same procedure, and closing the top opening of the final step How to build.
【請求項2】 擬岩ユニット部材は、鋼鉄フレーム部材
に取り付けた鉄筋および金網とにより形成した下地にコ
ンクリートを吹き付けることにより自然石様表面として
形成した擬岩パネルを使用することからなる請求項1に
記載の擬岩を用いた構造物の構築方法。
2. The pseudo-rock unit member comprises using a pseudo-rock panel formed as a natural stone-like surface by spraying concrete onto a base formed by a reinforcing bar and a wire mesh attached to a steel frame member. Method of constructing structures using artificial rocks of.
【請求項3】 擬岩ユニット部材は、鋼鉄フレーム部材
に自然石を母型として形成した板状岩ピースを取付けて
目地処理を行った擬岩パネルを使用することからなる請
求項1に記載の擬岩を用いた構造物の構築方法。
3. The pseudo rock unit member according to claim 1, wherein the pseudo rock unit member comprises a pseudo rock panel obtained by attaching joints of plate-like rock pieces formed of natural stone to a steel frame member and performing joint treatment. Construction method of the used structure.
【請求項4】 擬岩ユニット部材は、キャステイング用
型枠内に直方体状鋼鉄フレームを配設するとともにこの
鋼鉄フレームの一側面に金網を張設し、キャステイング
用型枠内にコンクリートを打設した後、金網面にコンク
リートを吹き付けることにより自然石様表面として形成
した擬岩ブロックを使用することからなる請求項1に記
載の擬岩を用いた構造物の構築方法。
4. The pseudo-rock unit member comprises a casting box and a rectangular parallelepiped steel frame, and a wire mesh is stretched on one side of the steel frame, and concrete is cast into the casting box. The method for constructing a structure using pseudo rock according to claim 1, wherein the pseudo rock block formed as a natural stone-like surface by spraying concrete on the wire mesh surface is used.
【請求項5】 擬岩ユニット部材は、直方体状鋼鉄フレ
ームの一側面に自然石を母型として形成した板状岩ピー
スを取付けて目地処理を行うとともに残る側面をキャス
テイング用型枠で閉塞してその内部にコンクリートを打
設することにより形成した擬岩ブロックを使用すること
からなる請求項1に記載の擬岩を用いた構造物の構築方
法。
5. The pseudo-rock unit member has a plate-shaped rock piece formed by using a natural stone as a master mold on one side surface of a rectangular parallelepiped steel frame for joint treatment, and the remaining side surface is closed by a casting mold to form a joint. The method for constructing a structure using pseudo rock according to claim 1, which comprises using a pseudo rock block formed by pouring concrete inside.
JP4291895A 1992-10-07 1992-10-07 Construction method of structure using artificial rock Expired - Lifetime JP2601395B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4291895A JP2601395B2 (en) 1992-10-07 1992-10-07 Construction method of structure using artificial rock

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4291895A JP2601395B2 (en) 1992-10-07 1992-10-07 Construction method of structure using artificial rock

Publications (2)

Publication Number Publication Date
JPH06116922A true JPH06116922A (en) 1994-04-26
JP2601395B2 JP2601395B2 (en) 1997-04-16

Family

ID=17774849

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4291895A Expired - Lifetime JP2601395B2 (en) 1992-10-07 1992-10-07 Construction method of structure using artificial rock

Country Status (1)

Country Link
JP (1) JP2601395B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL2001034C2 (en) * 2006-11-27 2008-09-08 Tebezo Waterbouw B V Groyne for protecting bank of tidal river, comprises sloping bank with spaced apart gabions on top of its crown
KR101923383B1 (en) 2018-07-26 2019-02-22 (주)코리아에스이 Concrete artificial rock sculptures using carbon fiber and Super sulphated cement and how to build them
KR102181064B1 (en) * 2020-07-09 2020-11-19 주식회사 새누리산업 Artificial rock structure for low crested structures wave dissipating block improving combination with scenic beauty

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100965427B1 (en) * 2009-08-26 2010-06-24 (주)에코마린 A environmental friendliness type rock-making and manufacturing method the same, constructing method a rock-making structures and the rock-making structures constructed by the same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL2001034C2 (en) * 2006-11-27 2008-09-08 Tebezo Waterbouw B V Groyne for protecting bank of tidal river, comprises sloping bank with spaced apart gabions on top of its crown
KR101923383B1 (en) 2018-07-26 2019-02-22 (주)코리아에스이 Concrete artificial rock sculptures using carbon fiber and Super sulphated cement and how to build them
KR102181064B1 (en) * 2020-07-09 2020-11-19 주식회사 새누리산업 Artificial rock structure for low crested structures wave dissipating block improving combination with scenic beauty

Also Published As

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