JP2505744Y2 - Floating body for floating pier - Google Patents

Floating body for floating pier

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Publication number
JP2505744Y2
JP2505744Y2 JP12228090U JP12228090U JP2505744Y2 JP 2505744 Y2 JP2505744 Y2 JP 2505744Y2 JP 12228090 U JP12228090 U JP 12228090U JP 12228090 U JP12228090 U JP 12228090U JP 2505744 Y2 JP2505744 Y2 JP 2505744Y2
Authority
JP
Japan
Prior art keywords
wall
floating
block
pier
floating pier
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
Application number
JP12228090U
Other languages
Japanese (ja)
Other versions
JPH0477615U (en
Inventor
直之 伊藤
康貴 塩原
Original Assignee
テイヒュー株式会社
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 テイヒュー株式会社 filed Critical テイヒュー株式会社
Priority to JP12228090U priority Critical patent/JP2505744Y2/en
Publication of JPH0477615U publication Critical patent/JPH0477615U/ja
Application granted granted Critical
Publication of JP2505744Y2 publication Critical patent/JP2505744Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は浮桟橋用浮体、更に詳しくは耐久性に優れた
浮桟橋用浮体に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Industrial application field) The present invention relates to a floating body for a floating pier, and more particularly to a floating body for a floating pier with excellent durability.

(従来背景) 浮桟橋用浮体は波浪に影響されながらも浮桟橋に長期
に亘って浮力を与え続ける必要から、耐久性に秀でた性
能を具備するのが理想の構造である。
(Conventional background) Since a floating body for a floating jetty needs to continue to give buoyancy to the floating jetty for a long period of time while being affected by waves, an ideal structure should have excellent durability.

そして、そのような浮桟橋用浮体として、従来のもの
は、発泡体で成形したブロックを、セメントモルタル等
の外壁で包被し、外壁の上側構成壁内に埋設した取付金
具で、浮桟橋用の取付フレームに取付けるように構成さ
れている。
And, as such a floating body for a floating pier, the conventional one is a block made of foam, which is covered with an outer wall such as cement mortar, and a mounting metal fitting embedded in the upper wall of the outer wall is used for the floating pier. It is configured to be mounted on the mounting frame of.

(考案が解決しようとする課題) ところで、箱形形状の外壁は外壁の構成壁部が広い面
積を有する場合、この壁面は垂直な方向の外力に対して
非常に変形しやすい。これを防止しようとすると壁厚を
厚くする必要が生じるが、そうすると浮体自身が重くな
り、必要な乾舷が確保できなくなる。ことに外圧が高い
場合にはその傾向が高い。その為、外圧を受ける度に変
形が許容範囲を越えると壁部にクラックを発生させ、耐
久性にも影響を及ぼすことになる。
(Problems to be solved by the invention) By the way, in the case of a box-shaped outer wall, when the constituent wall portion of the outer wall has a large area, this wall is easily deformed by an external force in the vertical direction. In order to prevent this, it is necessary to increase the wall thickness, but then the floating body itself becomes heavy and the necessary freeboard cannot be secured. Especially when the external pressure is high, the tendency is high. Therefore, when the deformation exceeds the allowable range each time the external pressure is applied, cracks are generated in the wall portion, which also affects the durability.

また、外圧を受ける度に取付金具と、浮桟橋用の取付
フレームとの取付部に衝撃が断続的に作用し、コンクリ
ート壁の外壁が破壊されて取付金具が脱落してしまうこ
ともあった。
Also, every time an external pressure is applied, an impact intermittently acts on the mounting portion between the mounting bracket and the mounting frame for the floating pier, and the outer wall of the concrete wall may be destroyed and the mounting bracket may drop off.

そこで、本考案は外圧に対して変形したり、浮桟橋用
の取付フレームとの取付金具が脱落することの無い耐久
性に優れた浮桟橋用浮体を提供することを目的とする。
Therefore, an object of the present invention is to provide a floating body for a floating jetty which is excellent in durability without being deformed by an external pressure and the mounting metal fitting for the mounting frame for the floating jetty does not fall off.

(課題を解決する為の手段) 上記目的を達成する為に講じた技術的手段は、発泡体
からなるブロックと、そのブロックを包被した外壁と、
上記ブロックを貫通して外壁の構成壁部と一体に形成し
た複数本の補強体と、上記外壁の下側の構成壁部と側壁
に近い部位にこれに平行して配設した補強体内に亘って
埋設したU字形筋と、そのU字形筋の上部に設けられ浮
桟橋のフレームとの取付部とで構成したことを要旨とす
る。
(Means for Solving the Problem) The technical means taken to achieve the above-mentioned object are a block made of foam, and an outer wall covering the block,
A plurality of reinforcing bodies formed integrally with the constituent wall portion of the outer wall through the block, and a reinforcing body disposed in parallel to the lower constituent wall portion and the side wall of the outer wall. The gist of the invention is that it is composed of a U-shaped reinforcement that is embedded in the U-shaped reinforcement and a mounting portion that is provided above the U-shaped reinforcement and that is attached to the frame of the floating pier.

(作用) (1)発泡体からなるブロックを貫通して外壁の構成壁
部と一体に形成した補強体複数本と、外壁の下側の構成
壁部と左右の補強体内に亘って埋設したU字形筋とが共
働して、外圧に対する変形に抗して外壁を箱形形状に保
形する。
(Operation) (1) A plurality of reinforcing bodies which are integrally formed with the constituent wall portion of the outer wall by penetrating the block made of foam, and U embedded between the lower constituent wall portion of the outer wall and the left and right reinforcing bodies Cooperates with the character-shaped muscles to keep the outer wall in a box shape against deformation due to external pressure.

(2)浮桟橋用のフレームとの取付部に作用する衝撃
を、U字形筋で受けとめる。
(2) The U-shaped streak receives the impact that acts on the mounting part of the floating jetty frame.

(考案の効果) 本考案は以上のように、補強体の働きと、埋設された
U字形筋の働きで外圧を受けても変形しない剛体を形成
する。従って、外壁はもとよりそのコーナー部にも繰り
返し外力によるクラックが生じることが無く、それによ
って壁体の疲労破壊を防止できると共に、万一浮体への
異物の衝突などがあっても、外壁の部分的な欠落へつな
がることがないため、理想の力学構造を有する浮桟橋用
浮体を供することができる。
(Effects of the Invention) As described above, the present invention forms a rigid body that is not deformed by external pressure due to the function of the reinforcing body and the function of the embedded U-shaped muscle. Therefore, cracks due to external force do not repeatedly occur not only on the outer wall but also on the corners thereof, which prevents fatigue damage to the wall body, and even if foreign matter collides with the floating body, the outer wall is partially damaged. Since it does not lead to such a lack, it is possible to provide a floating body for a floating jetty having an ideal mechanical structure.

しかも、浮桟橋のフレームとの取付部に作用する外圧
の衝撃を、外壁と一体に形成した内部の補強体に連続し
て埋設されているU字形筋で受圧するから、外壁の破壊
を招かずに同取付部の脱落を阻止し安定した取付状態を
維持することができる。
Moreover, since the impact of the external pressure acting on the mounting portion of the floating pier with the frame is received by the U-shaped streak continuously embedded in the internal reinforcing body formed integrally with the outer wall, the outer wall is not destroyed. In addition, it is possible to prevent the mounting portion from falling off and maintain a stable mounting state.

(実施例) 次に、本考案の実施例を図面に基づいて説明する。(Example) Next, the Example of this invention is described based on drawing.

第1図乃至第3図は第1実施例を、第4図は第2実施
例を夫々示している。
1 to 3 show the first embodiment, and FIG. 4 shows the second embodiment.

第1図及び第2図において、Aは浮桟橋用浮体であ
り、発泡体からなるブロック1と、そのブロック1を包
被した外壁2と、上記ブロック1を貫通して外壁2の構
成壁部2a…と一体に形成した複数本の補強体3と、浮桟
橋用浮体A内に埋設したU字形筋4とを有している。
In FIG. 1 and FIG. 2, A is a floating pier floating body, and a block 1 made of foam, an outer wall 2 enclosing the block 1, and a wall portion of the outer wall 2 penetrating the block 1 It has a plurality of reinforcing bodies 3 formed integrally with 2a ... And a U-shaped streak 4 embedded in the floating body A for floating piers.

ブロック1は縦寸法1000mm、横寸法2000mm、高さ寸法
を500mm程度とする直方体形状に、発泡性の樹脂材料で
成形してなり、外周面が外壁2で被覆してある。
The block 1 is formed of a foamable resin material into a rectangular parallelepiped shape having a vertical dimension of 1000 mm, a horizontal dimension of 2000 mm, and a height dimension of about 500 mm, and the outer peripheral surface is covered with an outer wall 2.

外壁2はコンクリートモルタル等の材料を上記ブロッ
ク1の外周面に施層することで形成されており、厚みを
15〜20mm程度にしている。
The outer wall 2 is formed by layering a material such as concrete mortar on the outer peripheral surface of the block 1, and has a thickness of
It is about 15 to 20 mm.

この外壁2は前記ブロック1を外圧から保護する為の
もので、該ブロック1を貫通して外壁2の構成壁部2a…
同志を連設した補強体3複数本と、後述するU字形筋4
とで外圧に対する剛性が付与してある。
The outer wall 2 is for protecting the block 1 from an external pressure, and penetrates the block 1 to form a wall portion 2a of the outer wall 2 ...
Reinforcement 3 with multiple comrades connected to each other and U-shaped streak 4 described later
And give rigidity to external pressure.

補強体3は外壁2の上側の構成壁部2aと、相対向する
下側の構成壁部2aとに亘ってブロック1を貫通して一体
成形してなり、図面においてはブロック1の中央部及び
4コーナー部に近接する位置の計5ケ所に上側の構成壁
部2aと、下側の構成壁部2aとに亘って縦架してある。
The reinforcing body 3 is integrally formed by penetrating the block 1 across the upper constituent wall portion 2a of the outer wall 2 and the lower constituent wall portion 2a facing each other. A total of five positions close to the four corners are vertically extended across the upper constituent wall portion 2a and the lower constituent wall portion 2a.

この補強体3の径は任意であるが、実施例においては
70〜100mm程度にしている。
The diameter of the reinforcing body 3 is arbitrary, but in the embodiment,
It is about 70-100 mm.

U字形筋4は第2図に示すように浮桟橋用浮体Aの短
辺方向に並設する補強体3,3内に、その立筋部4a,4aを、
またその立筋部4a,4a間の横筋部4bを、下側の構成壁部2
a内に夫々埋設してなり、立筋部4a,4a上端を、上側の構
成壁部2aの上面近傍に位置させると共に、その上域部に
螺子4cを刻設してなり、その螺子4cを利用して浮桟橋B
のフレームbとの取付部5を取付けている。
As shown in FIG. 2, the U-shaped streak 4 has its ridges 4a, 4a in the reinforcements 3, 3 juxtaposed in the short side direction of the floating pier floating body A.
In addition, the horizontal streak portion 4b between the vertical stirrup portions 4a and 4a is formed by the lower constituent wall portion 2
Each of them is embedded in a and the upper ends of the ridges 4a and 4a are located near the upper surface of the upper constituent wall 2a, and the screw 4c is engraved in the upper region thereof. Use floating pier B
The mounting portion 5 for the frame b is attached.

取付部5は外周面に喰込突部5aを有するインサートナ
ットであり、上記螺子4cにナット孔5b下半部を螺着し
て、上面が上側の構成壁部2aの上面と面一状となるよう
に同上側の構成壁部2a内に埋設してある。
The mounting portion 5 is an insert nut having a biting protrusion 5a on the outer peripheral surface. The lower half of the nut hole 5b is screwed into the screw 4c so that the upper surface is flush with the upper surface of the upper constituent wall 2a. So as to be embedded in the upper constituent wall 2a.

本実施例浮桟橋用浮体Aは第2図に示すように、浮桟
橋Bのフレームbを取付ける取付ボルト6の軸部6aを、
前記ナット孔5bの上半部に螺着して浮桟橋Bの下面に装
着され、同浮桟橋Bに浮力を付与する。
As shown in FIG. 2, the floating body A for the floating pier of this embodiment has a shaft portion 6a of a mounting bolt 6 for mounting a frame b of the floating pier B,
It is screwed onto the upper half of the nut hole 5b and mounted on the lower surface of the floating pier B to give buoyancy to the floating pier B.

尚、前記U字形筋4の立筋部4a,4a上端を上側の構成
壁部2aから突出させると共にその部分に螺子を刻設して
取付部5を構成してもかまわない。この場合にはその突
出する螺子軸部を前記フレームbから挿通させ、ナット
止めすることで同フレームbを取付ければ良い。
It is also possible to form the mounting portion 5 by projecting the upper ends of the ridge portions 4a, 4a of the U-shaped muscle 4 from the upper constituent wall portion 2a and engraving a screw in that portion. In this case, the projecting screw shaft portion may be inserted from the frame b and fixed with a nut to mount the frame b.

第4図は前実施例に示す外壁2内に補強層7を施層し
て耐衝撃性を向上させた例を示している。補強層7は、
FRP筋や鉄筋を面状に編組した面状体を、構成壁部2a…
の肉厚内全域を連続して包囲するように埋設したり、ス
チールファイバー、合成樹脂繊維メッシュ、合成樹脂繊
維チョップ、ステンレスメッシュ等からなる面状体を同
様に構成壁部2a…の肉厚内全域を連続して包囲するよう
に埋設することで施層してある。
FIG. 4 shows an example in which a reinforcing layer 7 is applied to the outer wall 2 shown in the previous embodiment to improve impact resistance. The reinforcing layer 7 is
The planar body made by braiding the FRP reinforcement and the reinforcing bar in a planar shape is used to form the wall 2a ...
Is embedded so as to continuously surround the entire area, or a planar body made of steel fiber, synthetic resin fiber mesh, synthetic resin fiber chop, stainless steel mesh, etc. is similarly constructed. It is layered by embedding it so that the whole area is surrounded continuously.

また、上記2種の面状体を併用して耐衝撃性を更に高
めるように構成してもかまわない。
Further, the above two kinds of sheet materials may be used in combination to further enhance the impact resistance.

この実施例では各構成壁部2a…に瞬間的に強い外圧が
作用してもクラックを発生させたり、外壁2を欠落させ
ない特長があり、耐衝撃性があることにより信頼性のあ
る浮桟橋用浮体Aを供することができる。
In this embodiment, there is a feature that even if a strong external pressure is momentarily applied to each of the constituent wall portions 2a, cracks do not occur and the outer wall 2 does not drop out, it has shock resistance and is therefore a reliable floating pier. The floating body A can be provided.

尚、全実施例において、補強体3はブロック1を縦横
及び斜めに貫通して相対向する構成壁部2a…同志及び隣
設する構成壁部2a…同志を連結するように架設して外圧
に対する保形性をより高めても良く、図示する補強体3
の本数及びその方向性に限定されるものではない。
In all the examples, the reinforcing body 3 is erected so as to connect the constituent wall portions 2a ... Composing each other and the adjacent constituent wall portions 2a. The shape retention may be further improved, and the reinforcing member 3 shown in the figure
Is not limited to the number and the directionality thereof.

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

図面は本考案浮桟橋用浮体の実施例を示し、第1図は平
面図で一部切欠する、第2図は(2)−(2)線拡大断
面図、第3図は要部の部分拡大断面図、第4図は他の実
施例の要部の断面図である。 尚、図中 A:浮桟橋用浮体、1:ブロック 2:外壁、3:補強体 2a:構成壁部、4:U字形筋 B:浮桟橋、b:フレーム 5:取付部
The drawings show an embodiment of a floating pier for a floating pier according to the present invention. Fig. 1 is a plan view with a part cut away, Fig. 2 is an enlarged sectional view taken along line (2)-(2), and Fig. 3 is a main part. FIG. 4 is an enlarged sectional view, and FIG. 4 is a sectional view of an essential part of another embodiment. In the figure, A: Float for floating pier, 1: Block 2: Outer wall, 3: Reinforcement 2a: Constituent wall, 4: U-shaped bar B: Floating pier, b: Frame 5: Mounting part

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of utility model registration request] 【請求項1】発泡体からなるブロックと、そのブロック
を包被した外壁と、上記ブロックを貫通して外壁の構成
壁部を一体に形成した複数本の補強体と、上記外壁の下
側の構成壁部と側壁に近い部位にこれに平行して配設し
た補強体内に亘って埋設したU字形筋と、そのU字形筋
の上部に設けられた浮桟橋のフレームとの取付部とで構
成していることを特徴とする浮桟橋用浮体。
1. A block made of foam, an outer wall enclosing the block, a plurality of reinforcements integrally formed with a constituent wall portion of the outer wall through the block, and a lower part of the outer wall. Consists of a structural wall portion and a U-shaped streak that is embedded in a reinforcing body that is arranged in parallel with the side wall and near the side wall, and a mounting portion of the floating pier frame that is provided above the U-shaped streak. A floating body for a floating pier, which is characterized by
JP12228090U 1990-11-20 1990-11-20 Floating body for floating pier Expired - Lifetime JP2505744Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12228090U JP2505744Y2 (en) 1990-11-20 1990-11-20 Floating body for floating pier

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12228090U JP2505744Y2 (en) 1990-11-20 1990-11-20 Floating body for floating pier

Publications (2)

Publication Number Publication Date
JPH0477615U JPH0477615U (en) 1992-07-07
JP2505744Y2 true JP2505744Y2 (en) 1996-07-31

Family

ID=31870069

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12228090U Expired - Lifetime JP2505744Y2 (en) 1990-11-20 1990-11-20 Floating body for floating pier

Country Status (1)

Country Link
JP (1) JP2505744Y2 (en)

Also Published As

Publication number Publication date
JPH0477615U (en) 1992-07-07

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