JP2965796B2 - Water structure - Google Patents
Water structureInfo
- Publication number
- JP2965796B2 JP2965796B2 JP4212362A JP21236292A JP2965796B2 JP 2965796 B2 JP2965796 B2 JP 2965796B2 JP 4212362 A JP4212362 A JP 4212362A JP 21236292 A JP21236292 A JP 21236292A JP 2965796 B2 JP2965796 B2 JP 2965796B2
- Authority
- JP
- Japan
- Prior art keywords
- driving member
- vertical
- ground driving
- water body
- body structure
- 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
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Description
【0001】[0001]
【産業上の利用分野】本発明は、港湾,海洋などに設置
する測量用やぐら,作業用架台,杭式防波堤基礎,橋梁
基礎あるいは岸壁基礎などとして用いられる水域構造物
に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water body structure used as a survey tower, a work base, a pile-type breakwater foundation, a bridge foundation or a quay foundation installed in a harbor, an ocean or the like.
【0002】[0002]
【従来の技術】従来、水域構造物としては実公昭60−
3153号公報により公表されているように、多数の脚
柱を連結梁により連結して、ジャケット構造の鋼製水域
構造物本体を構成し、その水域構造物本体を水底地盤に
載置した状態で、鋼管杭を前記脚柱内に挿入して水底地
盤に打設した構造のものが知られている。2. Description of the Related Art Conventionally, as a water body structure, there is Japanese Utility Model No. 60-
As disclosed in Japanese Patent No. 3153, a large number of pillars are connected by connecting beams to form a jacketed steel water body structure body, and the water body structure body is placed on the underwater ground. There is known a structure in which a steel pipe pile is inserted into the pillar and cast on the underwater ground.
【0003】[0003]
【発明が解決しようとする課題】前記従来の水域構造物
の場合は、水域構造物本体を水底地盤に載置するので、
水深が深いときは水域構造物本体の高さが高くなり、そ
のため水域構造物本体の製作コストが高くなると共に水
域構造物本体が大型化して運搬性および取扱性が悪くな
る。In the case of the above-mentioned conventional water body structure, the body of the water body structure is placed on the underwater ground,
When the water depth is deep, the height of the body of the water body structure is increased, so that the manufacturing cost of the body of the water body structure is increased, and the body of the water body structure is enlarged, so that the transportability and the handling property are deteriorated.
【0004】[0004]
【課題を解決するための手段】前述の問題を有利に解決
するために、本発明の水域構造物においては、環状底版
17とその外周に連接された周壁板18とからなる鋼製
環状部材1における環状底版17が、水底地盤打込部材
2の中間部に嵌合されて溶接により固着され、前記環状
底版17の下面と水底地盤打込部材2の外面とにわたっ
て支持用ブラケット16が溶接により固着され、水域構
造物本体6の縦筒体4の上部外面に吊りフレーム19が
固定され、その吊りフレーム19は水底地盤打込部材2
の上端面に載置され、縦筒体4の下端面と環状底版17
との間に間隙が設けられるとともに、縦箇体4の下部と
水底地盤打込部材2および周壁板18との間にも間隙が
設けられ、縦筒体4の下端部と水底地盤打込部材2およ
び環状部材1との間に、モルタルまたはコンクリート等
の経時硬化性材料20が充填されて漏洩防止装置9が構
成され、経時硬化性材料20の上部において、縦筒体4
と水底地盤打込部材2との間に経時硬化性材料7が充填
されている。また、前記水域構造物本体6が横方向に間
隔をおいて配置された複数の縦筒体4を複数の連結部材
5により連結して構成するとよい。また、前記縦筒体4
の上部に固定された吊りフレーム19における上部水平
部材23と水底地盤打込部材2の上端面との間に、縦筒
体4のレベルを調整するレベル調整用スペーサ24を介
在させるとよい。また、縦筒体4の上端部に固定された
水平な支持部材25と、水底地盤打込部材2の上端面と
の間に、縦筒体4のレベルを調整するレベル調整用スペ
ーサ24を介在させるとよい。また、水域構造物6の各
縦筒体4の下方部に切り代を設けるとよい。In order to advantageously solve the above-mentioned problems, in the water body structure of the present invention, a steel annular member 1 comprising an annular bottom plate 17 and a peripheral wall plate 18 connected to the outer periphery thereof. The annular bottom slab 17 is fitted to an intermediate portion of the underwater ground driving member 2 and fixed by welding, and the support bracket 16 is fixed to the lower surface of the annular bottom slab 17 and the outer surface of the underwater ground driving member 2 by welding. The suspension frame 19 is fixed to the upper outer surface of the vertical tubular body 4 of the body of water body structure 6, and the suspension frame 19 is attached to the underwater ground driving member 2
And the lower end surface of the vertical cylindrical body 4 and the annular bottom plate 17.
And a gap is also provided between the lower part of the vertical bar 4 and the submerged ground driving member 2 and the peripheral wall plate 18, and the lower end of the vertical tubular body 4 and the submerged ground driving member 2 and the annular member 1 are filled with a time-hardening material 20 such as mortar or concrete to form a leakage prevention device 9.
A time-curable material 7 is filled between the underwater ground driving member 2 and the underwater ground driving member 2. Further, the water body structure body 6 may be configured by connecting a plurality of vertical cylinders 4 in which the water body structure main bodies 6 are arranged at intervals in a horizontal direction by a plurality of connecting members 5. The vertical cylinder 4
A level adjusting spacer 24 for adjusting the level of the vertical cylindrical body 4 may be interposed between the upper horizontal member 23 and the upper end surface of the underwater ground driving member 2 in the suspension frame 19 fixed to the upper part of the vertical frame 4. A level adjusting spacer 24 for adjusting the level of the vertical cylinder 4 is interposed between the horizontal support member 25 fixed to the upper end of the vertical cylinder 4 and the upper end surface of the underwater ground driving member 2. It is good to let. Further, it is preferable to provide a cut-off margin in a lower part of each vertical cylindrical body 4 of the water body structure 6.
【0005】[0005]
【実施例】図1ないし図3は本発明の第1実施例を示す
ものであって、各図に示すように、鋼管杭からなる水底
地盤打込部材2における高さ方向の中間部に、鋼板製環
状部材1が嵌合されて溶接により固着され、多数の水底
地盤打込部材2が、前後方向に一定間隔で2本ずつ並ぶ
と共に、左右方向にも一定間隔で多数並ぶように配置さ
れた状態で、水底地盤3に打設され、各環状部材1はほ
ぼ等しいレベルで水中10に配置される。1 to 3 show a first embodiment of the present invention. As shown in each of the drawings, an underwater ground driving member 2 made of a steel pipe pile is provided at an intermediate portion in the height direction. An annular member 1 made of a steel plate is fitted and fixed by welding, and a number of underwater ground driving members 2 are arranged so as to be arranged two by two at regular intervals in the front-rear direction and also at regular intervals in the left-right direction. In this state, the annular members 1 are placed on the underwater ground 3 and are disposed in the water 10 at substantially the same level.
【0006】また予め各図に示すように、4本の鋼製縦
筒体4が、水底地盤打込部材2と同一間隔で配置される
と共に、各縦筒体4が複数の鋼製連結部材5により連結
されて、鋼製水域構造物本体6が構成され、その水域構
造物本体6における各縦筒体4は、4本の水底地盤打込
部材2に上側から嵌込まれると共に環状部材1内の経時
硬化性材料20内に浸入固定される。As shown in each figure, four steel vertical cylinders 4 are arranged at the same interval as the underwater ground driving member 2, and each vertical cylinder 4 is formed of a plurality of steel connecting members. 5, the vertical body 4 of the water body structure body 6 is fitted into the four underwater ground driving members 2 from above and the annular member 1 is connected. And penetrates and is fixed in the time-hardening material 20 inside the inside.
【0007】すなわち、図2に示すように、環状底板1
7とその外周に連設された周壁板18とからなる鋼製環
状部材1における環状底板17が、水底地盤打込部材2
に嵌合されて溶接により固着され、前記環状底板17の
下面と水底地盤打込部材2の外面とにわたって支持用ブ
ラケット16が溶接により固着されている。That is, as shown in FIG.
The annular bottom plate 17 of the steel annular member 1 composed of the steel bottom member 7 and the peripheral wall plate 18 connected to the outer periphery thereof
The support bracket 16 is fixed by welding over the lower surface of the annular bottom plate 17 and the outer surface of the underwater ground driving member 2.
【0008】水域構造物本体6の縦筒体4の上部外面に
吊りフレーム19がボルトまたは溶接により固定され、
その吊りフレーム19は水底地盤打込部材2の上端面に
載置され、かつ縦筒体4の下端面と環状底板17との間
に間隙が設けられると共に、縦筒体4の下部と水底地盤
打込部材2および周壁板18との間にも間隙が設けら
れ、この状態で図2に示すように、縦筒体4の下端部と
水底地盤打込部材2および環状部材1内との間に、モル
タルまたはコンクリート等の経時硬化性材料20が充填
されて、漏洩防止装置9が構成される。A suspension frame 19 is fixed to the upper outer surface of the vertical cylindrical body 4 of the water body structure body 6 by bolts or welding,
The hanging frame 19 is placed on the upper end surface of the submerged ground driving member 2, and a gap is provided between the lower end surface of the vertical cylindrical body 4 and the annular bottom plate 17. A gap is also provided between the driving member 2 and the peripheral wall plate 18, and in this state, as shown in FIG. 2, between the lower end portion of the vertical cylindrical body 4 and the inside of the underwater ground driving member 2 and the annular member 1. Is filled with a time-hardening material 20 such as mortar or concrete to form a leak prevention device 9.
【0009】さらに、図2に示すように、経時硬化性材
料20の上部において、縦筒体4と水底地盤打込部材2
との間に経時硬化性材料7が充填される。Further, as shown in FIG. 2, the vertical cylinder 4 and the underwater ground driving member 2
The time-curable material 7 is filled in between.
【0010】図4ないし図6は本発明の第2実施例を示
すものであって、水域構造物本体6が、4本の縦筒体4
と、上下方向に間隔をおいて配置されて各縦筒体4に固
定された水平な版状の連結部材5とにより構成され、前
記縦筒体4には、連結部材5の挿込部において多数のジ
ベル21が固定され、連結部材5における水底地盤打込
部材2を挿込む透孔と水底地盤打込部材2との間にモル
タルまたはコンクリート等の経時硬化性材料22が充填
されている。また、平板の環状部材1aと縦筒体4との
間において、水底地盤打込部材2に筒状スペーサ8が嵌
合されている。ジベルの形状は限定しない。すなわち、
鋼棒を円周方向や鉛直方向に溶接してもよい。また、外
面突起付き鋼管を使用してもよい。版状の連結部材の形
状は水平に限定するものではない。すなわち、傾斜面を
有していたり、曲面を有していてもよい。第2実施例の
場合は、連結部材5が版状であるので、水域構造物本体
6に消波機能を発揮させることができる。FIGS. 4 to 6 show a second embodiment of the present invention, in which the water body structure body 6 comprises four vertical cylinders 4.
And a horizontal plate-shaped connecting member 5 fixed to each of the vertical cylinders 4 at intervals in the vertical direction. A large number of dowels 21 are fixed, and a space-curable material 22 such as mortar or concrete is filled between the through hole of the connecting member 5 into which the underwater ground driving member 2 is inserted and the underwater ground driving member 2. A cylindrical spacer 8 is fitted to the underwater ground driving member 2 between the flat annular member 1a and the vertical cylindrical body 4. The shape of the dowel is not limited. That is,
The steel rod may be welded in the circumferential direction or in the vertical direction. Further, a steel pipe with an external projection may be used. The shape of the plate-shaped connecting member is not limited to a horizontal shape. That is, it may have an inclined surface or a curved surface. In the case of the second embodiment, since the connecting member 5 is plate-shaped, the water body structure main body 6 can exhibit a wave breaking function.
【0011】図7は本発明の第3実施例を示すものであ
って、複数の水域構造物本体6が上下方向に重ねて配置
され、各水域構造物本体6の縦筒体4が直列状態で水底
地盤打込部材2に挿込まれているが、その他の構成は第
2実施例の場合と同様である。FIG. 7 shows a third embodiment of the present invention, in which a plurality of water body structure bodies 6 are arranged one above the other in the vertical direction, and the vertical cylinders 4 of each water body structure body 6 are connected in series. And is inserted into the submerged ground driving member 2, but the other configuration is the same as that of the second embodiment.
【0012】本発明を実施する場合、図8に示すよう
に、縦筒体4の上部に固定された吊りフレーム19にお
ける上部水平部材23と、水底地盤打込部材2の上端面
との間に、縦筒体4のレベルを調整するレベル調整用ス
ペーサ24を介在させてもよい。また図9に示すよう
に、縦筒体4の上端部に固定された水平な支持部材25
と、水底地盤打込部材2の上端面との間に、縦筒体4の
レベルを調整するレベル調整用スペーサ24を介在させ
てもよい。When the present invention is carried out, as shown in FIG. 8, between the upper horizontal member 23 of the suspension frame 19 fixed to the upper part of the vertical tubular body 4 and the upper end surface of the underwater ground driving member 2. Alternatively, a level adjusting spacer 24 for adjusting the level of the vertical cylinder 4 may be interposed. As shown in FIG. 9, a horizontal support member 25 fixed to the upper end of the vertical cylindrical body 4 is provided.
A level adjusting spacer 24 for adjusting the level of the vertical cylindrical body 4 may be interposed between the upper end surface of the submerged ground driving member 2 and the bottom.
【0013】また図10に示すように、縦筒体4の内側
の上部および下部に、ガイド斜面27を有する複数の間
隔保持用スペーサ26を、縦筒体4の周囲方向に間隔を
おいて固定してもよい。ガイド斜面は曲率を有していて
もよい。なお、ずれ止めの形状は限定するものではな
い。すなわち、水底地盤打込部材は外面突起付き鋼管で
もよい。また、縦筒体は内面突起付き鋼管でもよい。As shown in FIG. 10, a plurality of spacing spacers 26 having guide slopes 27 are fixed to the upper and lower portions inside the vertical cylinder 4 at intervals around the vertical cylinder 4. May be. The guide slope may have a curvature. Note that the shape of the slip stopper is not limited. That is, the underwater ground driving member may be a steel pipe with an external projection. Further, the vertical cylindrical body may be a steel pipe with an inner surface projection.
【0014】さらに図11に示すように、縦筒体4内に
配置される水底地盤打込部材2の外周面に、多数のずれ
止め用外面突起28を固着し、縦筒体4の内周面に、多
数のずれ止め用内面突起29を固着してもよい。Further, as shown in FIG. 11, a large number of outer projections 28 for preventing slippage are fixed to the outer peripheral surface of the submerged ground driving member 2 arranged in the vertical cylindrical body 4, and A large number of slip prevention inner surface projections 29 may be fixed to the surface.
【0017】前記水底地盤3に打設された水底地盤打込
部材2の環状部材1が同一レベルに配置されているとき
は、筒状スペーサ8を省略してもよい。また水底地盤3
に打設された水底地盤打込部材2の環状部材1にレベル
差があるときは、水域構造物本体6の各縦筒体4が環状
部材1に載置されるように、陸上で水域構造物本体6に
おける縦筒体4の下部を切り落としてもよい。さらにま
た、漏洩防止装置9としては、図示以外の任意型式のも
のを使用してもよい。When the annular member 1 of the submerged ground driving member 2 mounted on the submerged ground 3 is arranged at the same level, the cylindrical spacer 8 may be omitted. Underwater ground 3
When there is a level difference between the annular members 1 of the underwater ground driving members 2 installed on the ground, the vertical structure 4 of the water body structure body 6 is placed on the annular member 1 so that the vertical cylindrical bodies 4 are placed on the annular members 1. The lower part of the vertical cylinder 4 in the object body 6 may be cut off. Further, as the leakage prevention device 9, any type other than the illustrated type may be used.
【0018】[0018]
【発明の効果】本発明によれば、環状底版17とその外
周に連接された周壁板18とからなる鋼製環状部材1に
おける環状底版17が、水底地盤打込部材2の中間部に
嵌合されて溶接により固着され、前記環状底版17の下
面と水底地盤打込部材2の外面とにわたって支持用ブラ
ケット16が溶接により固着され、水域構造物本体6の
縦筒体4の上部外面に吊りフレーム19が固定され、そ
の吊りフレーム19は水底地盤打込部材2の上端面に載
置され、縦筒体4の下端面と環状底版17との間に間隙
が設けられるとともに、縦筒体4の下部と水底地盤打込
部材2および周壁板18との間にも間隙が設けられ、縦
筒体4の下端部と水底地盤打込部材2および環状部材1
との間に、モルタルまたはコンクリート等の経時硬化性
材料20が充填されて漏洩防止装置9が構成され、経時
硬化性材料20の上部において、縦筒体4と水底地盤打
込部材2との間に経時硬化性材料7を充填するので、水
深が深くても、高さの低い水域構造物本体6を使用する
ことができ、そのため水域構造物本体6を小型化して、
水域構造物本体6を低コストで製作できると共に、水域
構造物本体6の運搬性および取扱性を良くすることがで
きる。特に、水底地盤3に打設された水底地盤打込部材
2の環状部材1内に収納したモルタルまたはコンクリー
ト等の経時硬化性材料7内に縦筒体4の下端を進入させ
て漏洩防止装置9を設けたことにより、水底地盤打込部
材2と縦筒体4の間に充填した経時硬化性材料7が漏洩
するのを確実に防止することができる。According to the present invention, the annular bottom plate 17 of the steel annular member 1 comprising the annular bottom plate 17 and the peripheral wall plate 18 connected to the outer periphery thereof is fitted to the intermediate portion of the submerged ground driving member 2. The support bracket 16 is fixed by welding over the lower surface of the annular bottom slab 17 and the outer surface of the underwater ground driving member 2, and is suspended on the upper outer surface of the vertical tubular body 4 of the water body structure body 6. The hanging frame 19 is mounted on the upper end surface of the submerged ground driving member 2, and a gap is provided between the lower end surface of the vertical cylindrical body 4 and the annular bottom plate 17. A gap is also provided between the lower portion and the submerged ground driving member 2 and the peripheral wall plate 18, and the lower end of the vertical cylindrical body 4 is connected to the submerged ground driving member 2 and the annular member 1.
Between the vertical cylindrical body 4 and the submerged ground driving member 2 at the upper part of the temporal hardening material 20 is filled with the temporal hardening material 20 such as mortar or concrete. Is filled with the time-hardening material 7, so that even when the water depth is deep, the water body structure body 6 having a low height can be used. Therefore, the water body structure body 6 can be downsized,
The water body structure main body 6 can be manufactured at low cost, and the transportability and handleability of the water body structure main body 6 can be improved. In particular, the lower end of the vertical cylindrical body 4 enters the temporally hardenable material 7 such as mortar or concrete housed in the annular member 1 of the submerged ground driving member 2 mounted on the submerged ground 3 to prevent the leakage prevention device 9. Is provided, it is possible to reliably prevent the time-curable material 7 filled between the underwater ground driving member 2 and the vertical cylindrical body 4 from leaking.
【図1】本発明の第1実施例に係る水域構造物の側面図
である。FIG. 1 is a side view of a water body structure according to a first embodiment of the present invention.
【図2】本発明の第1実施例に係る水域構造物における
経時硬化性材料を充填した後の状態の一部を示す縦断側
面図である。FIG. 2 is a vertical cross-sectional side view showing a part of a state after the time-curable material is filled in the water body structure according to the first embodiment of the present invention.
【図3】本発明の第1実施例に係る水域構造物の平面図
である。FIG. 3 is a plan view of the water body structure according to the first embodiment of the present invention.
【図4】本発明の第2実施例に係る水域構造物を示す一
部破断側面図である。FIG. 4 is a partially broken side view showing a water body structure according to a second embodiment of the present invention.
【図5】本発明の第2実施例に係る水域構造物を示す平
面図である。FIG. 5 is a plan view illustrating a water body structure according to a second embodiment of the present invention.
【図6】本発明の第2実施例に係る水域構造物の一部を
示す一部縦断側面図である。FIG. 6 is a partially longitudinal side view showing a part of a water body structure according to a second embodiment of the present invention.
【図7】本発明の第3実施例に係る水域構造物を示す一
部破断側面図である。FIG. 7 is a partially cutaway side view showing a water body structure according to a third embodiment of the present invention.
【図8】縦筒体に固定された吊りフレームのレベル調整
支持装置を示す一部縦断側面図である。FIG. 8 is a partially longitudinal side view showing the level adjustment support device of the suspension frame fixed to the vertical cylinder.
【図9】縦筒体に固定された支持部材のレベル調整支持
装置を示す縦断側面図である。FIG. 9 is a vertical sectional side view showing a level adjustment support device of a support member fixed to the vertical cylinder.
【図10】縦筒体に間隔保持用スペーサを固定した例を
示す一部縦断側面図である。FIG. 10 is a partially longitudinal side view showing an example in which a spacing spacer is fixed to a vertical cylindrical body.
【図11】水底地盤打込部材に外面突起を固定すると共
に縦筒体に内面突起を固定した例を示す縦断側面図であ
る。FIG. 11 is a longitudinal sectional side view showing an example in which an outer projection is fixed to a submerged ground driving member and an inner projection is fixed to a vertical cylinder.
1 環状部材 2 水底地盤打込部材 3 水底地盤 4 縦筒体 5 連結部材 6 水域構造物本体 7 経時硬化性材料 8 筒状スペーサ 9 漏洩防止装置 11 下部フランジ 12 上部フランジ 13 ボルト 14 下端フランジ 16 支持用ブラケット 17 環状底板 18 周壁板 19 吊りフレーム 20 経時硬化性材料 21 ジベル 22 経時硬化性材料 23 上部水平部材 24 レベル調整用スペーサ 25 支持部材 26 間隔保持用スペーサ 27 ガイド斜面 28 外面突起 29 内面突起 DESCRIPTION OF SYMBOLS 1 Annular member 2 Submerged ground driving member 3 Submerged ground 4 Vertical cylinder 5 Connecting member 6 Water body structure main body 7 Temporary hardening material 8 Cylindrical spacer 9 Leakage prevention device 11 Lower flange 12 Upper flange 13 Bolt 14 Lower flange 16 Support Bracket 17 Annular bottom plate 18 Perimeter wall plate 19 Suspended frame 20 Temporarily curable material 21 Dowel 22 Temporary curable material 23 Upper horizontal member 24 Level adjustment spacer 25 Supporting member 26 Spacer 27 Spacer 27 Guide slope 28 Outer protrusion 29 Inner protrusion
フロントページの続き (72)発明者 佐藤 光一 東京都千代田区大手町2丁目6番3号 新日本製鐵株式会社内 審査官 砂川 充 (56)参考文献 特開 昭63−97706(JP,A) 特開 昭63−67311(JP,A) 特公 平8−23130(JP,B2) (58)調査した分野(Int.Cl.6,DB名) E02B 3/06 E02B 17/00 Continuation of the front page (72) Inventor Koichi Sato 2-6-3 Otemachi, Chiyoda-ku, Tokyo Nippon Steel Corporation Examiner Mitsuru Sunagawa (56) References JP-A-63-97706 (JP, A) JP-A-63-67311 (JP, A) JP 8-23130 (JP, B2) (58) Fields investigated (Int. Cl. 6 , DB name) E02B 3/06 E02B 17/00
Claims (5)
壁板18とからなる鋼製環状部材1における環状底版1
7が、水底地盤打込部材2の中間部に嵌合されて溶接に
より固着され、前記環状底版17の下面と水底地盤打込
部材2の外面とにわたって支持用ブラケット16が溶接
により固着され、 水域構造物本体6の縦筒体4の上部外面に吊りフレーム
19が固定され、その吊りフレーム19は水底地盤打込
部材2の上端面に載置され、縦筒体4の下端面と環状底
版17との間に間隙が設けられるとともに、縦筒体4の
下部と水底地盤打込部材2および周壁板18との間にも
間隙が設けられ、縦筒体4の下端部と水底地盤打込部材
2および環状部材1との間に、モルタルまたはコンクリ
ート等の経時硬化性材料20が充填されて漏洩防止装置
9が構成され、経時硬化性材料20の上部において、縦
筒体4と水底地盤打込部材2との間に経時硬化性材料7
が充填された水域構造物。1. An annular bottom plate 1 in a steel annular member 1 comprising an annular bottom plate 17 and a peripheral wall plate 18 connected to the outer periphery thereof.
7 is fitted to an intermediate portion of the underwater ground driving member 2 and fixed by welding, and a support bracket 16 is fixed by welding to the lower surface of the annular bottom slab 17 and the outer surface of the underwater ground driving member 2. A suspension frame 19 is fixed to the upper outer surface of the vertical cylinder 4 of the structure body 6, and the suspension frame 19 is mounted on the upper end surface of the underwater ground driving member 2, and the lower end surface of the vertical cylinder 4 and the annular bottom plate 17 And a gap is also provided between the lower part of the vertical tubular body 4 and the underwater ground driving member 2 and the peripheral wall plate 18, and the lower end of the vertical tubular body 4 and the underwater ground driving member 2 and the annular member 1 are filled with a time-hardening material 20 such as mortar or concrete to prevent leakage.
9 is formed, and on the upper part of the temporally curable material 20, between the vertical cylindrical body 4 and the underwater ground driving member 2, the temporally curable material 7 is formed.
A water body structure filled with.
て配置された複数の縦筒体4を複数の連結部材5により
連結して構成されている請求項1の水域構造物。2. The water body structure according to claim 1, wherein the water body structure main body is formed by connecting a plurality of vertical cylinders arranged at intervals in a horizontal direction by a plurality of connection members.
ム19における上部水平部材23と水底地盤打込部材2
の上端面との間に、縦筒体4のレベルを調整するレベル
調整用スペーサ24を介在させた請求項1または請求項
2の水域構造物。3. An upper horizontal member 23 and a submerged ground driving member 2 in a suspension frame 19 fixed to an upper portion of the vertical cylindrical body 4.
The water body structure according to claim 1 or 2, wherein a level adjusting spacer (24) for adjusting the level of the vertical cylindrical body (4) is interposed between the upper end surface of the vertical cylindrical body (4).
9に代えて固定された水平な支持部材25と、水底地盤
打込部材2の上端面との間に、縦筒体4のレベルを調整
するレベル調整用スペーサ24を介在させた請求項1ま
たは請求項2の水域構造物。 4. The hanging frame 1 is provided at the upper end of the vertical cylindrical body 4.
9. A level adjusting spacer for adjusting the level of the vertical cylinder body is interposed between a horizontal support member fixed in place of the base member 9 and an upper end surface of the submerged ground driving member. The water body structure according to claim 2.
り代を設けた請求項1,請求項2,請求項3または請求
項4の水域構造物。5. The water body structure according to claim 1, wherein a cut-out margin is provided in a lower part of each vertical cylindrical body 4 of the water body structure 6.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4212362A JP2965796B2 (en) | 1992-07-17 | 1992-07-17 | Water structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4212362A JP2965796B2 (en) | 1992-07-17 | 1992-07-17 | Water structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0688318A JPH0688318A (en) | 1994-03-29 |
| JP2965796B2 true JP2965796B2 (en) | 1999-10-18 |
Family
ID=16621299
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4212362A Expired - Lifetime JP2965796B2 (en) | 1992-07-17 | 1992-07-17 | Water structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2965796B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4492146B2 (en) * | 2004-02-12 | 2010-06-30 | Jfeスチール株式会社 | Joining structure and joining method of superstructure and pile |
| KR101613844B1 (en) * | 2013-12-27 | 2016-04-29 | 건국대학교 산학협력단 | Transition pieces of offshore wind turbines and whole structure of wind turbines having it |
| JP6927165B2 (en) * | 2018-07-03 | 2021-08-25 | Jfeエンジニアリング株式会社 | How to remove joint structures, pile-type structures and pile-type structures |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0647810B2 (en) * | 1986-09-06 | 1994-06-22 | 清水建設株式会社 | Connected block structure and construction method thereof |
| JPS6397706A (en) * | 1986-10-14 | 1988-04-28 | Kubota Ltd | Supporting and fixing structure for structure |
-
1992
- 1992-07-17 JP JP4212362A patent/JP2965796B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0688318A (en) | 1994-03-29 |
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