JPS602257Y2 - Concrete block for wave dissipation - Google Patents
Concrete block for wave dissipationInfo
- Publication number
- JPS602257Y2 JPS602257Y2 JP13526981U JP13526981U JPS602257Y2 JP S602257 Y2 JPS602257 Y2 JP S602257Y2 JP 13526981 U JP13526981 U JP 13526981U JP 13526981 U JP13526981 U JP 13526981U JP S602257 Y2 JPS602257 Y2 JP S602257Y2
- Authority
- JP
- Japan
- Prior art keywords
- wave
- block
- blocks
- concrete block
- view
- 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.)
- Expired
Links
- 238000009415 formwork Methods 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 3
- 230000005484 gravity Effects 0.000 description 2
- 238000007596 consolidation process Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
- 238000005303 weighing Methods 0.000 description 1
Landscapes
- Revetment (AREA)
Description
【考案の詳細な説明】
河川の河岸、河床または防波構造物の根固め等に使用す
る消波用コンクリートブロックに関する。[Detailed description of the invention] This invention relates to a wave-dissipating concrete block used for root consolidation of river banks, riverbeds, or wave-break structures.
従来の異形ブロックは、形状が複雑であるから型枠も複
雑となり、鉄筋の挿入が極めて困難か不可能である場合
が多い。Conventional irregular-shaped blocks have complex shapes, resulting in complex formwork, and in many cases it is extremely difficult or impossible to insert reinforcing bars.
そのためにブロックの部材が折損し易い欠点があった。Therefore, there was a drawback that the block members were easily broken.
またlトン以下の小形のものについては型枠が複雑なこ
とと部材の断面が小さくなることからコンクリートの打
設が困難で、しかもでき上ったブロックは無筋のために
折れ易く、実用に供し難い状況にあった。In addition, for small blocks weighing less than 1 ton, it is difficult to pour concrete because the formwork is complex and the cross-section of the members is small, and the finished blocks are unreinforced and easily break, making them difficult to put into practical use. The situation was difficult to serve.
しかし鉄筋の挿入やコンクリートの打設も容易な形状の
ブロックは単塊に近く、ブロック相互の係合状態が悪く
なるという欠点がある。However, blocks with shapes that allow easy insertion of reinforcing bars and pouring of concrete are close to a single block, and have the disadvantage that the mutual engagement between the blocks is poor.
本考案のブロックはそれらの欠点を容易に解消するもの
で、その実施例を図によって説明すると、第1図は本考
案の消波用ブロックの平面図で、1は平面形状鼓状の部
材、2は厚さ一定の長靴状の部材である。The block of the present invention easily eliminates these drawbacks.Explaining the embodiments using figures, Fig. 1 is a plan view of the wave-dissipating block of the present invention, 1 is a drum-shaped member in plan view; 2 is a boot-shaped member with a constant thickness.
1は鼓状の部材であるから中央部に空隙3が形成される
。Since 1 is a drum-shaped member, a gap 3 is formed in the center.
第2図は第1図の正面図である。FIG. 2 is a front view of FIG. 1.
鼓状の部材1の中央部4において、部材1の平面と直交
する如くに長靴状の部材2の上端面を固着せる状態に形
成したことを示すもので、5は部材1と部材2の間に形
成される空隙である。This indicates that the upper end surface of the boot-shaped member 2 is fixed to the center part 4 of the drum-shaped member 1 so as to be perpendicular to the plane of the member 1. It is a void formed in the
第3図は第2図の右側面図で、部材1と部材2の間には
空隙6が形成される。FIG. 3 is a right side view of FIG. 2, and a gap 6 is formed between member 1 and member 2.
第4図と第5図はそれぞれ向きをかえて斜立せしめた本
考案のブロックの斜視図である。FIGS. 4 and 5 are perspective views of the block of the present invention in which the directions are reversed and the block is erected diagonally.
本考案のブロックは、第2図のように立起した状態で型
枠を組むことができるので、コンクリートの打設は勿論
、鉄筋の挿入も極めて容易である。Since the block of the present invention can be assembled into a formwork while standing upright as shown in Figure 2, it is extremely easy to not only pour concrete but also insert reinforcing bars.
また型枠の形状が単純で面積も少ないので型枠およびブ
ロックの製作費が非常に安くなる。Furthermore, since the shape of the formwork is simple and the area is small, the manufacturing cost of the formwork and blocks is extremely low.
しかもでき上ったブロックを第4図または第5図のよう
に斜立して水底地盤上に設置すれば、部材1は波浪に抵
抗する面となり、部材2は1を支承する支柱となって外
力に抵抗するのに有利な状態が自ら形成される。Moreover, if the completed block is installed on the underwater ground in an inclined manner as shown in Fig. 4 or 5, member 1 becomes a surface that resists waves, and member 2 becomes a support that supports 1. Conditions are created by themselves that are advantageous in resisting external forces.
とくに第5図の場合は、長靴状の部材2の踵部が接地す
るために部材1の面が傾斜した状態の3点支持となり、
重心が低く、しかも重心と支点間の距離も大きくなるの
でどのように複雑な地盤でも転倒や滑動に対しての抵抗
力が強く必ず安定する。In particular, in the case of FIG. 5, the heel of the boot-shaped member 2 makes contact with the ground, resulting in three-point support with the surface of the member 1 inclined.
The center of gravity is low, and the distance between the center of gravity and the fulcrum is large, so no matter how complex the ground is, it has strong resistance to falling and sliding and is always stable.
本考案のブロックは第2図のように水底地盤上に立起し
た状態にその多数を並列して設置すればただちに河床や
河岸等を保護する消波構造物となるが、−力部材1と部
材2相互の形状の特長により、空隙3,5および6が形
成されるので、部材1と部材2の凸部が空隙3と5また
は6にそれぞれはめ込むような種々の組合わせ方が生じ
、ブロック相互が係合し易い形状になっている。If the blocks of the present invention are installed in large numbers in parallel on the underwater ground as shown in Figure 2, they will immediately become a wave-dissipating structure that protects riverbeds, riverbanks, etc.; Due to the mutual shape features of the members 2, gaps 3, 5, and 6 are formed, so various combinations occur such that the convex portions of the members 1 and 2 fit into the gaps 3, 5, or 6, respectively, and the block They are shaped so that they can easily engage with each other.
このためブロック相互を係合せしめながら積層し、多数
の適当な空隙を有する消波構造物も容易に築造される。Therefore, a wave-dissipating structure having a large number of appropriate voids can be easily constructed by stacking the blocks while engaging each other.
第6図は上述の特長を利用し、最下段を第4図のように
して水底地盤上の設置した場合にブロック相互を係合せ
しめながら積層した消波構造物の一実施例の側面図であ
る。FIG. 6 is a side view of an embodiment of a wave-dissipating structure that takes advantage of the above-mentioned features and is laminated with the blocks engaging each other when installed on the underwater ground with the lowest stage as shown in FIG. be.
第7図は最下段を第5図のように設置し、同様にブロッ
ク相互を係合せしめながら積層した消波構造物の一実施
列である。FIG. 7 shows one row of wave-dissipating structures in which the bottom stage is installed as shown in FIG. 5, and the blocks are stacked one on top of the other while engaging each other in the same manner.
このようにブロック相互を係合せしめ、地盤状況等に合
わせて種々の形状に積層することができるので、安定性
がよく、しかも適当な多数の空隙を有し、消波効果の高
い消波構造物が容易に築造されるようになった。In this way, the blocks can be engaged with each other and stacked in various shapes depending on the ground conditions, etc., resulting in a wave-dissipating structure with good stability, a suitable number of voids, and a high wave-dissipating effect. Things became easier to build.
第1図・・・本考案のブロックの平面図、第2図・・・
第1図の正面図、第3図・・・第2図の右側面図、第4
図、第5図・・・斜視図、第6図・・・本考案のブロッ
クを積層した消波構造物の実施例。
第7図・・・本考案のブロックの空隙5に他のブロック
1が相互に係合するようにして積層した消波構造物の一
実施例。
1・・・・・・鼓状の部材、2・・・・・・長靴状の部
材、3゜5.6・・・・・・空隙。Figure 1: A plan view of the block of the present invention, Figure 2...
Front view in Figure 1, Figure 3... Right side view in Figure 2, Figure 4
Fig. 5: Perspective view, Fig. 6: An example of a wave-dissipating structure in which blocks of the present invention are laminated. FIG. 7: An embodiment of a wave-dissipating structure in which another block 1 is stacked so as to be engaged with each other in the gap 5 of the block according to the present invention. 1...Trumpet-shaped member, 2...Boot-shaped member, 3°5.6...Gap.
Claims (1)
部材の平面と直交する如くに、厚さ一定にして形状長靴
状の部材の上端面を固着せる状態に形成した消波用コン
クリートブロック。A wave-dissipating concrete block formed in such a manner that the upper end surface of a boot-shaped member with a constant thickness is fixed to the central part of the member with a constant thickness and a drum-shaped planar shape so as to be perpendicular to the plane of the member. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13526981U JPS602257Y2 (en) | 1981-09-11 | 1981-09-11 | Concrete block for wave dissipation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13526981U JPS602257Y2 (en) | 1981-09-11 | 1981-09-11 | Concrete block for wave dissipation |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5842218U JPS5842218U (en) | 1983-03-19 |
JPS602257Y2 true JPS602257Y2 (en) | 1985-01-22 |
Family
ID=29928643
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP13526981U Expired JPS602257Y2 (en) | 1981-09-11 | 1981-09-11 | Concrete block for wave dissipation |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS602257Y2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0641262B2 (en) * | 1985-09-27 | 1994-06-01 | 株式会社東芝 | Connecting device |
JPH0540675Y2 (en) * | 1988-03-07 | 1993-10-15 |
-
1981
- 1981-09-11 JP JP13526981U patent/JPS602257Y2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS5842218U (en) | 1983-03-19 |
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