JPH0431306Y2 - - Google Patents

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Publication number
JPH0431306Y2
JPH0431306Y2 JP15153086U JP15153086U JPH0431306Y2 JP H0431306 Y2 JPH0431306 Y2 JP H0431306Y2 JP 15153086 U JP15153086 U JP 15153086U JP 15153086 U JP15153086 U JP 15153086U JP H0431306 Y2 JPH0431306 Y2 JP H0431306Y2
Authority
JP
Japan
Prior art keywords
base
block body
recess
waterfront
engaging
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
Application number
JP15153086U
Other languages
Japanese (ja)
Other versions
JPS6361431U (en
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 filed Critical
Priority to JP15153086U priority Critical patent/JPH0431306Y2/ja
Publication of JPS6361431U publication Critical patent/JPS6361431U/ja
Application granted granted Critical
Publication of JPH0431306Y2 publication Critical patent/JPH0431306Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、築造用ブロツク体に関するもので
あり、一層詳細には、直立壁を有する突堤、防波
堤などの水際構造物を築造する際に好適に使用さ
れるブロツク体に関するものである。
[Detailed description of the invention] [Industrial application field] This invention relates to a building block body, and more specifically, it is suitable for building waterfront structures such as jetties and breakwaters having upright walls. This relates to block bodies used in

〔従来技術およびその問題点〕[Prior art and its problems]

従来より、突堤、防波堤などの水際構造物を築
造する手段としては、直立壁をケーソンで形成す
るケーソン型構造体が広範に採用されている。
Conventionally, caisson-type structures in which upright walls are formed of caissons have been widely used as a means of constructing waterfront structures such as jetties and breakwaters.

ところで、この種のケーソン型構造体は耐波性
に優れ、中詰材の選択により工費の調整をできる
などの利点を有している反面、直立壁体で構成さ
れていることから波をそのまま反射してしまい、
消波性能を期待できないだけでなく、近時のごと
く港内に水産資源の養殖施設等を設置している場
合は外海の清浄は海水との流通不足が生ずるため
養殖条件が悪化する等の問題点を有していた。
By the way, this type of caisson-shaped structure has excellent wave resistance and has the advantage of being able to adjust construction costs by selecting the filling material, but on the other hand, because it is composed of upright walls, it reflects waves as they are. I did it,
Not only can wave-dissipating performance not be expected, but when aquaculture facilities for aquatic resources are set up in ports, as has been the case recently, there are problems such as deterioration of aquaculture conditions due to insufficient communication with seawater to keep the open sea clean. It had

〔問題点の解決手段〕[Means for solving problems]

そこで、この考案では、対称的に設けた略半円
柱状の水際部を凹入画壁部を介して連設すること
により基部本体を形成し、この基部本体上に同幅
でかつ前記画壁の加入部と対応する位置に所定形
状の切欠部を形成した大形の基盤を設け、前記基
部本体の底部に係合突部もしくは係合凹部を設
け、さらに前記大形基盤上に前記係合突部もしく
は係合凹部と嵌合する係合凹部もしくは係合突部
を設けたブロツク体を積層配列してこのような水
際構造物を構成することにより、消波性能の向上
と海水の流通促進化を図り得るようにしようとす
るものである。
Therefore, in this invention, a base main body is formed by connecting symmetrically provided approximately semi-cylindrical waterfront parts via a recessed picture wall, and the base body is formed on this base main body with the same width and the same width as that of the picture wall. A large base having a notch of a predetermined shape formed at a position corresponding to the joining part is provided, an engaging protrusion or an engaging recess is provided at the bottom of the base body, and the engaging protrusion is provided on the large base. By configuring such a waterfront structure by stacking and arranging blocks each having an engaging recess or an engaging protrusion that fits into an engaging recess or an engaging recess, it is possible to improve wave-dissipating performance and promote the flow of seawater. The aim is to make it possible to achieve this goal.

この場合、ブロツク体の基部本体の上部同縁と
大形基盤の周縁部とを傾斜部を介して連設すれ
ば、波の深さ方向に対する減衰効果を高めること
ができ好適である。
In this case, it is preferable that the same upper edge of the base body of the block body and the peripheral edge of the large base are connected to each other via an inclined part, since this can enhance the attenuation effect in the depth direction of waves.

〔実施例〕〔Example〕

次に、本考案に係る築造用ブロツク体の好適な
実施例につき添付図面を参照しながら以下詳細に
説明する。
Next, preferred embodiments of the construction block body according to the present invention will be described in detail with reference to the accompanying drawings.

第1図〜第3図において、本考案に係るブロツ
ク体10は、コンクリートを素材として形成した
基部本体12とこの上部に連設した大形の基盤1
4とから基本的に構成されている。
1 to 3, a block body 10 according to the present invention includes a base body 12 made of concrete and a large base 1 connected to the upper part of the base body 12.
It basically consists of 4.

即ち、基部本体12は略半円柱状に形成した水
際部16a,16bを対向配置すると共にこれら
の水際部16a,16bを対称的な凹入部17,
17を有する画壁18を介して連設し、さらに底
部において画壁18および水際部16a,16b
の一部に亘る係合凸部20を形成する。
That is, the base main body 12 has substantially semi-cylindrical water edge portions 16a, 16b arranged opposite each other, and these water edge portions 16a, 16b are formed into symmetrical recessed portions 17, 16b.
The wall 18 and the water edge portions 16a, 16b are connected to each other at the bottom.
An engaging convex portion 20 is formed that extends over a portion of.

一方、大形基盤14は、傾斜部22を介して基
部本体12上に連設され、この最大幅は基部本体
12と同幅に設定されている。また、この大形基
盤14は基部本体12の凹入部17,17と略対
応する位置に弧状部24と直縁部26とからなる
切欠部28,28を対称的に設けた角部のない側
縁部を有し、その上面には前記係合凸部20と対
応する位置にこの係合凸部と嵌合するように寸法
設定された嵌凹部30が設けられている。
On the other hand, the large base 14 is connected to the base body 12 via the inclined portion 22, and its maximum width is set to be the same width as the base body 12. Moreover, this large base 14 has cutout parts 28, 28 formed of an arcuate part 24 and a straight edge part 26 symmetrically provided at positions substantially corresponding to the recessed parts 17, 17 of the base main body 12. A fitting recess 30 is provided at a position corresponding to the engagement protrusion 20 on the upper surface thereof and is dimensioned to fit with the engagement protrusion 20 .

このように構成される本考案に係る築造用ブロ
ツク体を使用して水際構造物、例えば、突堤Aを
築造するに際しては、まず底版ブロツクBを敷き
並べ、ブロツク体10の一方の水際部16aが波
の進行方向と対峙するように基部本体12の係合
凸部20を前記底版ブロツクBに形成された凹部
に嵌合して第1段目を形成する。
When constructing a waterfront structure, for example, a jetty A, using the construction block body according to the present invention constructed as described above, first, the bottom slab blocks B are laid out, and one of the waterfront portions 16a of the block body 10 is laid out. The engaging protrusion 20 of the base body 12 is fitted into the recess formed in the bottom block B so as to face the direction of wave propagation to form a first stage.

次に、これらのブロツク体10の嵌凹部30に
次段のブロツク体10の係合凸部20を嵌合して
第2段目を形成するが、この際、第2段目のブロ
ツク体10は第1段目において夫々隣接する二つ
のブロツク体が跨がるようにずらした状態で積重
ね(第4図参照)、さらに第3段目以降も同様に
下段の隣接する二つのブロツク体に跨がるように
順次積重ね、最上段のブロツク体上に上部工Cを
張設することにより構成するのであるが(第4図
〜第7図参照)、この場合、波水は突堤Aの前面
に千鳥状に形成される各ブロツク体10の半円状
の水際部16aに沿つて画壁18および隣接する
ブロツク体10の画壁18によつて形成される室
32内に進入し、この室32内に進入した波水は
画壁18,18の湾曲面との摩擦抵抗により旋回
流動してそのエネルギーを効果的に減衰され後面
側の水際部16bに沿つて通過流通する。なお、
室32内の旋回流動に際しては隣接するブロツク
体10の切欠部28,28で形成される通孔34
および各画壁18,18の略中央底部において下
段のブロツク体の各切欠部28,28によつて形
成される通孔34を介して深さ方向においても旋
回流動が発生し、これらの相乗作用により急速に
減衰され消波されることになる(第8図a,b参
照)。
Next, the engaging protrusions 20 of the next stage block body 10 are fitted into the fitting recesses 30 of these block bodies 10 to form a second stage. At this time, the second stage block body 10 In the first stage, the two adjacent blocks are stacked so that they straddle each other (see Figure 4), and in the third and subsequent stages, the blocks are stacked in the same way so that they straddle the two adjacent blocks in the lower stage. The structure is constructed by stacking the blocks one after another so that the blocks are stacked one after the other, and then placing the superstructure C on top of the top block (see Figures 4 to 7). It enters the chamber 32 formed by the wall 18 and the wall 18 of the adjacent block body 10 along the semicircular water edge 16a of each block body 10 formed in a staggered manner, and The wave water that has entered inside flows in a swirling manner due to the frictional resistance with the curved surfaces of the picture walls 18, 18, and its energy is effectively attenuated and flows along the water edge portion 16b on the rear side. In addition,
During the swirling flow in the chamber 32, the through hole 34 formed by the notches 28, 28 of the adjacent block body 10
A swirling flow also occurs in the depth direction through the through holes 34 formed by the respective notches 28, 28 of the lower block body at the substantially central bottom of each of the partition walls 18, 18, and these synergistic effects occur. The wave is rapidly attenuated and dissipated by the wave (see Figures 8a and 8b).

〔効果〕〔effect〕

先に述べたように、本考案に係るブロツク体は
略半円柱状の水際部を対称的に設けたので2方向
からの波水に対して消波効果を得ることができる
というブロツク自体の消波性能と共にこれを組合
わせて水際構造物を築造した場合、港内の海水と
外海の海水との流通を促進して港内の浄化を好適
に達成でき、さらには、組合わせた各ブロツク体
に沿つて流れる際の波水の摩擦抵抗によりそのエ
ネルギーを可及的に損失させ効果的な消波を行う
ことができる。
As mentioned above, the block body according to the present invention has approximately semi-cylindrical water edge portions symmetrically provided, so that the block itself can have a wave-dissipating effect on wave water coming from two directions. When a waterfront structure is constructed by combining this with wave performance, it is possible to promote the flow of seawater between the seawater in the port and the seawater in the open sea, and to appropriately purify the inside of the port. Due to the frictional resistance of the wave water as it flows, the energy of the wave water is lost as much as possible and effective wave dissipation can be achieved.

また、比較的幅員の狭い小型船舶用の接岸施設
としても好適に構成することができ、さらには防
波堤等の形成に使用した場合、潮の干満時におけ
る開口部の流速を低減して船舶運行の安全を図る
ことができる等種々の利点を有しその実用的効果
は極めて大きい。
In addition, it can be suitably configured as a berth facility for small vessels with a relatively narrow width.Furthermore, when used to form a breakwater, etc., it reduces the flow velocity at the opening during tides and improves vessel operation. It has various advantages such as being able to ensure safety, and its practical effects are extremely large.

以上、本考案に係る構造用ブロツク体の好適な
実施例につき説明したが、本考案はこの実施例に
限定されるものではなく、例えば、大形基盤の切
欠部における直縁部を延長して全体の幅寸法を大
きくしたり、切欠部を単に湾曲状に形成したり、
あるいは、基部本体底部に嵌凹部を形成すると共
に大形基盤の上部に前記嵌凹部と係合する係合凸
部を形成したり、さらにはこのブロツク体を使用
して形成する水際構造物もその積層形式を必要に
応じて適宜調整する等本考案の精神を逸脱しない
範囲内において種々の改変をなし得ることは勿論
である。
Although the preferred embodiment of the structural block body according to the present invention has been described above, the present invention is not limited to this embodiment. Enlarging the overall width dimension, simply forming the notch in a curved shape,
Alternatively, a fitting concave portion may be formed at the bottom of the base body, and an engaging convex portion that engages with the fitting concave portion may be formed on the top of the large base, and furthermore, a waterfront structure formed using this block body may also be formed using the same method. It goes without saying that various modifications can be made without departing from the spirit of the present invention, such as adjusting the stacking format as necessary.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案に係る構築用ブロツク体の好適
な実施例を示す斜視図、第2図は第1図に示すブ
ロツク体の平面図、第3図は第1図に示すブロツ
ク体の底面図、第4図は第1図に示すブロツク体
を積層して構成した突堤の正面図、第5図は第4
図の側面図、第6図は第4図の平面図、第7図は
第4図の要部斜視図、第8図a,bは第4図に示
す突堤の波水の流れ説明図である。 10……ブロツク体、12……基部本体、14
……大形基盤、16……水際部、18……画壁、
20……係合凸部、22……傾斜部、24……弧
状部、26……直縁部、28……切欠部、30…
…嵌凹部、32……室、34……通孔。
Fig. 1 is a perspective view showing a preferred embodiment of the construction block body according to the present invention, Fig. 2 is a plan view of the block body shown in Fig. 1, and Fig. 3 is a bottom view of the block body shown in Fig. 1. Figure 4 is a front view of the jetty constructed by laminating the block bodies shown in Figure 1, and Figure 5 is a front view of the jetty constructed by laminating the blocks shown in Figure 1.
6 is a plan view of FIG. 4, FIG. 7 is a perspective view of the main part of FIG. 4, and FIGS. be. 10...Block body, 12...Base body, 14
...Large base, 16...Water edge, 18...Painting wall,
20... Engaging convex portion, 22... Inclined portion, 24... Arc-shaped portion, 26... Straight edge portion, 28... Notch portion, 30...
...Fitting recess, 32...chamber, 34...through hole.

Claims (1)

【実用新案登録請求の範囲】 (1) 対称的に設けた略半円柱状の水際部を凹入画
壁部を介して連設することにより基部本体を形
成し、この基部本体上に同幅でかつ前記画壁の
凹入部と対応する位置に所定形状の切欠部を形
成してなる大形の基盤を設け、前記基部本体の
底部に係合突部もしくは係合凹部を設け、さら
に前記大形基盤上に前記係合突部もしくは係合
凹部と嵌合する係合凹部もしくは係合突部を設
けることを特徴とする水際構造物の築造用ブロ
ツク体。 (2) 基部本体の上部同縁と大形基盤の周縁部とを
傾斜部を介して連設することからなる実用新案
登録請求の範囲第1項記載の水際構造物の築造
用ブロツク体。
[Claims for Utility Model Registration] (1) A base body is formed by connecting symmetrically provided approximately semi-cylindrical waterfront parts via a recessed picture wall, and and a large base having a notch of a predetermined shape formed in a position corresponding to the recess of the picture wall, an engaging protrusion or an engaging recess provided at the bottom of the base main body, and further A block body for constructing a waterfront structure, characterized in that an engagement recess or an engagement protrusion that fits into the engagement protrusion or engagement recess is provided on a base. (2) A block body for constructing a waterfront structure according to claim 1, which is a utility model registration claim, which comprises connecting the same upper edge of the base body and the peripheral edge of the large base via an inclined part.
JP15153086U 1986-10-03 1986-10-03 Expired JPH0431306Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15153086U JPH0431306Y2 (en) 1986-10-03 1986-10-03

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15153086U JPH0431306Y2 (en) 1986-10-03 1986-10-03

Publications (2)

Publication Number Publication Date
JPS6361431U JPS6361431U (en) 1988-04-23
JPH0431306Y2 true JPH0431306Y2 (en) 1992-07-28

Family

ID=31068689

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15153086U Expired JPH0431306Y2 (en) 1986-10-03 1986-10-03

Country Status (1)

Country Link
JP (1) JPH0431306Y2 (en)

Also Published As

Publication number Publication date
JPS6361431U (en) 1988-04-23

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