JPH07498Y2 - Structure building unit - Google Patents
Structure building unitInfo
- Publication number
- JPH07498Y2 JPH07498Y2 JP3767890U JP3767890U JPH07498Y2 JP H07498 Y2 JPH07498 Y2 JP H07498Y2 JP 3767890 U JP3767890 U JP 3767890U JP 3767890 U JP3767890 U JP 3767890U JP H07498 Y2 JPH07498 Y2 JP H07498Y2
- Authority
- JP
- Japan
- Prior art keywords
- unit
- inclined support
- frame
- shaped
- lower frame
- 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 - Lifetime
Links
- 238000010276 construction Methods 0.000 description 13
- 241000251468 Actinopterygii Species 0.000 description 8
- 230000000694 effects Effects 0.000 description 5
- 238000009434 installation Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 235000014653 Carica parviflora Nutrition 0.000 description 1
- 241000243321 Cnidaria Species 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 230000002401 inhibitory effect Effects 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Landscapes
- Revetment (AREA)
Description
【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、構造物の構築用ユニットに関するものであ
り、一層詳細には、潜堤などを構築する際に好適に使用
される構築ユニットに関するものである。[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a unit for constructing a structure, and more specifically to a constructing unit suitably used for constructing a submerged dike or the like. It is a thing.
従来より、海岸などの浸食対策として使用される構造物
としては離岸堤や潜堤などがあるが、このうち離岸堤は
海岸から少し離れた海面上に堤体を突出させた構造であ
り、景観上好ましくないことから近年は堤体の天端面を
海面下に設定して景観を阻害せずに静穏海域を確保でき
る潜堤が積極的に採用されている。Conventionally, there are breakwaters and submerged dike structures that have been used as countermeasures against erosion on the coast, etc. Of these, the breakwaters have a structure in which the cut-off wall is projected slightly above the sea surface. However, since it is unfavorable for the scenery, in recent years, the submerged embankment has been actively adopted by setting the crown surface of the dam body below the sea level and ensuring a calm sea area without hindering the scenery.
ところで、この潜堤を構築するに際しては、捨石などで
形成したマウンド上に多脚ブロックなどのブロックを組
み合わせて多層に積み上げているため、ブロックの使用
個数が多くなって構築コストが嵩むだけでなく、据え付
け作業も煩雑であり、さらには魚などの水産資源育成手
段としての魚礁として考案した場合も空隙率が小さいな
ど解決すべき種々の問題を有していた。By the way, when building this submerged embankment, because blocks such as multi-legged blocks are combined and piled up in multiple layers on a mound formed of rubble, not only the number of blocks used increases but the construction cost increases. However, the installation work is complicated, and when it is devised as a fish reef as a means for cultivating fish resources such as fish, it has various problems to be solved such as a small porosity.
そこで、この考案ではこのような潜堤などの構造物を構
築する場合、頂面に傾斜支持部を形成するとともにこの
傾斜支持部に連続して嵌合部を設けた下部枠形ユニット
と、前記下部枠形ユニットの傾斜支持部上に乗置される
上部枠形ユニットを使用して一層積で構築することによ
り、使用個数の減少による据え付け作業の容易化および
空隙率の増大を図れるようにしたものである。Therefore, in the present invention, when constructing such a structure as a submerged dam, a lower frame-shaped unit in which an inclined support portion is formed on the top surface and a fitting portion is provided continuously to the inclined support portion, By using the upper frame unit mounted on the inclined support section of the lower frame unit to construct a single layer, the installation work can be facilitated and the porosity can be increased by reducing the number of units used. It is a thing.
この場合、下部枠形ユニットに設けた嵌合部を傾斜支持
部の傾斜角と平行に形成した切欠段部により構成し、一
方、上部枠形ユニットは、矩形状の枠形本体下側面に前
記下部枠形ユニットの傾斜支持部と嵌合する嵌合凹部を
形成するとともに上側面に前記嵌合凹部と同様の上面凹
部を設けることにより構成すれば、ユニット相互の嵌合
を容易にかつ確実に行うことができる。In this case, the fitting portion provided on the lower frame-shaped unit is constituted by a notch step portion formed in parallel with the inclination angle of the inclined support portion, while the upper frame-shaped unit is formed on the lower surface of the rectangular frame-shaped main body by If it is configured by forming a fitting recess that fits the inclined support portion of the lower frame-shaped unit and providing an upper surface recess similar to the fitting recess on the upper side surface, it is possible to easily and reliably fit the units together. It can be carried out.
さらに、必要に応じて上部枠形ユニットの上面凹部にそ
の上側面を覆う蓋ユニットを嵌合すれば、重量の増大に
よる安定性の向上を図ることができる。Furthermore, if a lid unit that covers the upper side surface of the upper frame-shaped unit is fitted into the upper surface concave portion of the upper frame-shaped unit as necessary, the stability can be improved due to an increase in weight.
この考案に係る構築用ユニットを使用した潜堤などの構
造物は、捨石マウンド上に下部枠形ユニットを設置し、
この下部枠形ユニットの傾斜支持部に上部枠形ユニット
を乗置するだけで据え付け構築作業ができ、魚礁として
も使用できるものである。For structures such as submersibles using the construction unit according to the present invention, the lower frame unit is installed on the rubble mound,
Installation work can be done simply by placing the upper frame unit on the inclined support portion of this lower frame unit, and it can also be used as a fish reef.
次に本考案に係る構築用ユニットの好適な実施例として
潜堤構築用ユニットを例示し、添付図面を参照しながら
以下詳細に説明する。Next, a submerged dam construction unit will be illustrated as a preferred embodiment of the construction unit according to the present invention, and will be described in detail below with reference to the accompanying drawings.
第1図において、本考案に係る潜堤構築用ユニット10
は、鉄筋コンクリートなどを素材とする下部枠形ユニッ
ト12と、この下部枠形ユニット12に乗置される上部枠形
ユニット14と、必要に応じて使用される蓋体ユニット16
とから基本的に構成されている。Referring to FIG. 1, a submerged embankment building unit 10 according to the present invention.
Is a lower frame-shaped unit 12 made of reinforced concrete or the like, an upper frame-shaped unit 14 placed on the lower frame-shaped unit 12, and a lid unit 16 used as necessary.
It is basically composed of and.
下部枠形ユニット12は、脚部18を有する一対の側部材2
0、20を所定距離離間させて横架部材22で連結し、この
横架部材22の頂面に傾斜支持部24を形成し、さらに傾斜
支持部24に連続してその傾斜角に合わせて切欠いた段部
によって嵌合部26を形成することにより構成されてい
る。The lower frame-shaped unit 12 includes a pair of side members 2 having legs 18.
0 and 20 are separated from each other by a predetermined distance and connected by a horizontal member 22, a tilted support portion 24 is formed on the top surface of the horizontal member 22, and the tilted support portion 24 is continuous with the cutout portion according to the tilt angle. It is configured by forming the fitting portion 26 by the stepped portion.
また、上部枠形ユニット14は、下部枠形ユニット12の傾
斜支持部24上に乗置されるものであるため、矩形状に形
成した枠形本体28の下側面中位部に前記下部枠形ユニッ
ト12の傾斜支持部24と嵌合する下向きの嵌合凹部30を形
成するとともに上側面の下方にこの嵌合凹部30と同様の
上面凹部32を設け、さらに下側面の上端部に所定形状の
段凹部34を設けることにより構成されている。Further, since the upper frame-shaped unit 14 is placed on the inclined support portion 24 of the lower frame-shaped unit 12, the lower frame-shaped main body 28 formed in a rectangular shape has the lower frame-shaped body at the middle portion of the lower side surface. A downward fitting recess 30 for fitting with the inclined support portion 24 of the unit 12 is formed, an upper recess 32 similar to the fitting recess 30 is provided below the upper side surface, and a predetermined shape is further provided on the upper end of the lower side surface. It is configured by providing a stepped recess 34.
さらに蓋体ユニット16は、板状本体16aの下側面所定個
所に前記上部枠形ユニット14の上面凹部32に嵌合するた
めの突条36が設けられており、この蓋体ユニット16は上
部枠形ユニット14の開口部を覆えるように矩形状に形成
されている。Further, the lid unit 16 is provided with a ridge 36 for fitting into the upper surface recess 32 of the upper frame-shaped unit 14 at a predetermined position on the lower surface of the plate-shaped main body 16a. It is formed in a rectangular shape so as to cover the opening of the shaping unit 14.
このように構成される構築用ユニット10を使用して潜堤
を構築するに際しては、予め捨て石などによりマウンド
Aを形成しておき、このマウンドA上の堤体形成方向に
沿って所定数の下部枠形ユニット12を設置する。この状
態において下部枠形ユニット12の傾斜支持部24は沖側に
対向している。そして、これらの下部枠形ユニット12の
傾斜支持部24上に上部枠形ユニット14を乗置してその嵌
合凹部30を傾斜支持部24に嵌合し、さらに必要に応じて
上部枠形ユニット14の上面凹部32に蓋体ユニット16の突
条36を嵌合してその開口部を閉塞する(第2a図および第
2b図参照)。When constructing a submerged embankment using the construction unit 10 configured in this way, a mound A is formed in advance by abandoned stone or the like, and a predetermined number of lower parts are formed along the embankment formation direction on the mound A. The frame unit 12 is installed. In this state, the inclined support portion 24 of the lower frame-shaped unit 12 faces the offshore side. Then, the upper frame-shaped unit 14 is placed on the inclined support portions 24 of these lower frame-shaped units 12, and the fitting recesses 30 thereof are fitted into the inclined support portions 24, and if necessary, the upper frame-shaped units 14 The ridge 36 of the lid unit 16 is fitted into the upper surface recessed portion 32 of 14 to close the opening (see FIG. 2a and FIG.
(See Figure 2b).
この場合、蓋体ユニット16は、入射波の波力に対し組み
合わせた構造体全体に下方向の力を生じ易くし、かつ重
量の増大による安定性の向上を図るためのものであるか
ら、潜堤を過酷な波浪条件などのもとに設置する時以外
は適宜省略しても良いことは勿論である。In this case, the lid unit 16 is for facilitating the downward force on the entire structure combined with the wave force of the incident wave and for improving the stability due to the increase in the weight. Needless to say, the bank may be omitted except when the bank is installed under severe wave conditions.
また、海面からマウンドAまでの水深が深い場合など
は、第3図に示すように下部枠形ユニット12の高さ寸法
を大きく設定するとともに上部枠形ユニット14もそれに
比例して高く設定したものを使用すれば良い。なお、堤
体の天端幅Wを大きく設定する必要がある時は、第4図
に示すように、下部枠形ユニット12に乗置した上部枠形
ユニット14にさらに上部枠形ユニット14を適数重ねる構
成を採用するが、この場合は、下に位置する上部枠形ユ
ニット14の上面凹部32に、上に位置する上部枠形ユニッ
ト14の上面凹部32と段凹部34との間に形成される嵌合突
部38を嵌合すれば良い。In addition, when the water depth from the sea surface to the mound A is deep, the height of the lower frame-shaped unit 12 is set large as shown in FIG. 3 and the upper frame-shaped unit 14 is also set proportionally higher. Should be used. When it is necessary to set the crown width W of the dam body to a large value, the upper frame-shaped unit 14 is fitted to the upper frame-shaped unit 14 mounted on the lower frame-shaped unit 12, as shown in FIG. A plurality of overlapping structures are adopted, but in this case, it is formed in the upper surface concave portion 32 of the upper frame-shaped unit 14 located below and between the upper surface concave portion 32 and the stepped concave portion 34 of the upper frame-shaped unit 14 located above. It suffices to fit the fitting projection 38.
さらには、第5図に示すように、下部枠形ユニット12に
対し、上部枠形ユニット14を千鳥状などに一層積みする
構成を採用すれば、複雑な空間を創出できるので魚礁効
果の向上を図ることができる。Furthermore, as shown in FIG. 5, if the upper frame-shaped unit 14 is further stacked in a staggered pattern with respect to the lower frame-shaped unit 12, a complicated space can be created, so that the fish reef effect is improved. Can be planned.
このようにして構築される潜堤は、入射波の波力に対し
て組み合わせた構造体全体に下方向の力が生じる構成と
なるので安定性に優れ、また極めて空隙率の大きい枠形
ユニットを一層積みで構築できるので必要個数が少なく
施工性や経済性が高く、枠形ユニットの各構成部材が入
射波に夫々対抗するので消波効果も大きいだけでなく蓋
体ユニットの作用によりさらに安定性も増し、魚礁とし
ても好適に使用することができるものである。The submerged dike constructed in this way has a structure in which a downward force is generated in the entire structure that is combined with the wave force of the incident wave, so it is excellent in stability, and a frame unit with an extremely large porosity is used. Since it can be constructed by stacking more, the required number is small and construction efficiency and economic efficiency are high.Each component of the frame-shaped unit opposes the incident wave individually, so not only the wave-dissipating effect is large, but also the stability by the action of the lid unit Therefore, it can be suitably used as a fish reef.
先に述べたように、本考案に係る構築用ユニットは、潜
堤などを構築する場合一層積で構築できることから使用
個数が少なくて済み、海上作業の短縮による施工性や経
済性の面で従来と比べ極めて有利であり、また水深や所
要の伝達波高などに合わせて堤高や堤体幅など堤体全体
の規模を容易に調整することができる。さらに各ユニッ
トは桟粗度を形成するため消波効果も大きい。また空隙
率の大きい枠形ユニットが一体となって波力に対抗する
とともに相互の噛み合わせも確実なので安定性に優れ、
さらには開口部も大きいので堤内外の水の交流を阻害す
ることがなく魚礁としても好適に使用することができる
等種々の利点を有しその実用的効果は極めて大きい。As described above, the construction unit according to the present invention can be constructed with more layers when constructing a submerged dike, etc., so that the number of units used can be small, and the construction unit and the economy can be reduced by shortening the maritime work. It is extremely advantageous in comparison with the above, and the scale of the entire levee body such as levee height and levee width can be easily adjusted according to the water depth and the required transmitted wave height. Furthermore, since each unit forms a rail roughness, the wave-dissipating effect is large. In addition, the frame-shaped unit with a large porosity is united to counter the wave force and the mutual meshing is sure, so it is excellent in stability,
Further, since the opening is large, it has various advantages such that it can be suitably used as a fish reef without inhibiting the exchange of water inside and outside the bank, and its practical effect is extremely large.
以上、本考案に係る構築用ユニットの好適な実施例とし
て潜堤構築用ユニットを例示して説明したが、本考案は
この実施例に限定されるものではなく、例えば、人工海
浜、人工リーフの土留め、大きな空隙率を利用した魚
礁、囲い礁あるいは落石受け工などの構造物構築用ユニ
ットとして使用したり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。The submerged dam construction unit has been described as an example of the preferred embodiment of the construction unit according to the present invention, but the present invention is not limited to this embodiment. Needless to say, various modifications can be made without departing from the spirit of the present invention, such as use as a structure building unit such as earth retaining, fish reef using large porosity, coral reef or rockfall receiving work. is there.
第1図は本考案に係る構築用ユニットの好適な実施例と
しての潜堤構築用ユニットの各ユニットの斜視図、第2a
図は第1図のユニットで潜堤を構築した場合の斜視図、
第2b図は第2a図の潜堤の側面図、第3図は第2b図とは別
の潜堤の側面図、第4図および第5図は第1図のユニッ
トの組みかたを変えた状態の潜堤の斜視図である。 10…構築用ユニット、12…下部枠形ユニット、14…上部
枠形ユニット、16…蓋体ユニット、18…脚部、20…側部
形成部材、22…横架部材、24…傾斜支持部、26…嵌合
部、28…枠形本体、30…嵌合凹部、32…上面凹部、34…
段凹部、36…突条、38…嵌合突部、FIG. 1a is a perspective view of each unit of a submerged dam construction unit as a preferred embodiment of the construction unit according to the present invention, FIG.
The figure is a perspective view of the submarine constructed with the unit shown in Fig. 1,
Fig. 2b is a side view of the submerged dike shown in Fig. 2a, Fig. 3 is a side view of another submerged dike that is different from Fig. 2b, and Figs. 4 and 5 are different units as shown in Fig. 1. It is a perspective view of the submerged dike. 10 ... Construction unit, 12 ... Lower frame type unit, 14 ... Upper frame type unit, 16 ... Lid unit, 18 ... Leg part, 20 ... Side forming member, 22 ... Horizontal member, 24 ... Inclined support part, 26 ... Fitting part, 28 ... Frame body, 30 ... Fitting recess, 32 ... Top recess, 34 ...
Step recess, 36 ... ridge, 38 ... fitting protrusion,
Claims (3)
傾斜支持部に連続して嵌合部を設けた下部枠形ユニット
と、前記下部枠形ユニットの傾斜支持部上に乗置される
上部枠形ユニットとから構成することを特徴とする構造
物構築用ユニット。1. A lower frame-shaped unit having an inclined support formed on a top surface thereof and a fitting portion continuously provided on the inclined support, and the lower frame-shaped unit mounted on the inclined support. A structure building unit comprising an upper frame unit.
支持部の傾斜角と平行に形成した切欠段部により構成す
ることからなる請求項第1項記載の構造物構築用ユニッ
ト。2. The unit for constructing a structure according to claim 1, wherein the fitting portion provided on the lower frame-shaped unit is constituted by a notched step portion formed in parallel with an inclination angle of the inclined support portion.
側面所定個所に下部枠形ユニットの傾斜支持部と嵌合す
る嵌合凹部を設けるとともに上側面所定個所に前記嵌合
凹部と同様の上面凹部を形成することからなる請求項第
2項記載の構造物構築用ユニット。3. The upper frame-shaped unit is provided with a fitting recess at a predetermined location on the lower side of the rectangular frame body for fitting with an inclined support portion of the lower frame unit, and at the predetermined location on the upper side with the fitting recess. The structure building unit according to claim 2, wherein the same upper surface recess is formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3767890U JPH07498Y2 (en) | 1990-04-10 | 1990-04-10 | Structure building unit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3767890U JPH07498Y2 (en) | 1990-04-10 | 1990-04-10 | Structure building unit |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03128715U JPH03128715U (en) | 1991-12-25 |
| JPH07498Y2 true JPH07498Y2 (en) | 1995-01-11 |
Family
ID=31545010
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3767890U Expired - Lifetime JPH07498Y2 (en) | 1990-04-10 | 1990-04-10 | Structure building unit |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07498Y2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100374187B1 (en) * | 2000-12-30 | 2003-03-04 | 원 회 양 | Bank protection structure fixed up the unit block for removing waves on the subframe |
| JP4923119B2 (en) * | 2010-02-23 | 2012-04-25 | 重暁 岩崎 | Pet reed |
-
1990
- 1990-04-10 JP JP3767890U patent/JPH07498Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH03128715U (en) | 1991-12-25 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EXPY | Cancellation because of completion of term |