JP2645308B2 - Concrete floating body, its manufacturing method and floating bridge - Google Patents

Concrete floating body, its manufacturing method and floating bridge

Info

Publication number
JP2645308B2
JP2645308B2 JP63176008A JP17600888A JP2645308B2 JP 2645308 B2 JP2645308 B2 JP 2645308B2 JP 63176008 A JP63176008 A JP 63176008A JP 17600888 A JP17600888 A JP 17600888A JP 2645308 B2 JP2645308 B2 JP 2645308B2
Authority
JP
Japan
Prior art keywords
floating body
floating
deck
bridge
foamed resin
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 - Fee Related
Application number
JP63176008A
Other languages
Japanese (ja)
Other versions
JPH0224286A (en
Inventor
清司 天木
重治 岩崎
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ZENYA KAIYO SAABISU KK
Original Assignee
ZENYA KAIYO SAABISU KK
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 ZENYA KAIYO SAABISU KK filed Critical ZENYA KAIYO SAABISU KK
Priority to JP63176008A priority Critical patent/JP2645308B2/en
Publication of JPH0224286A publication Critical patent/JPH0224286A/en
Application granted granted Critical
Publication of JP2645308B2 publication Critical patent/JP2645308B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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  • Bridges Or Land Bridges (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

【発明の詳細な説明】 (イ)産業上の利用分野 この発明は、船の発着設備、ヨットハーバーあるいは
釣堀設備等に用いる浮体およびこれを使用した浮棧橋の
改良に関する。
The present invention relates to a floating body used for a ship departure / arrival facility, a yacht harbor or a fishing pond, and an improvement of a floating bridge using the same.

(ロ)従来の技術 従来、浮棧橋は鋼製あるいはアルミニウム合金製の枠
に木材あるいは縞板材を張ったデッキ部分を数個の浮体
で水面上に支持する構造としていた。あるいは、浮棧橋
を一体構造の鋼製あるいはFRP製としていた。
(B) Conventional technology Conventionally, a floating bridge has a structure in which a deck portion made of a steel or aluminum alloy frame with wood or striped plate material is supported on the water surface by several floating bodies. Alternatively, the suspension bridge was made of steel or FRP with an integral structure.

(ハ)発明が解決しようとする問題点 デッキ部分を数個の浮力体で水面上に支持する構造の
ものは、デッキ部分をわざわざ製作する必要があり、か
なりの広さとなる。また輸送費も嵩み、浮力体数個で水
面上に支持するため、浮棧橋の水線部分の断面積が1体
物に比し少なく、浮棧橋の搭載能力が少なく、傾斜した
時の復元力も小さい。また、鋼製あるいはFPR製或はコ
ンクリート製の大きな1体物の浮棧橋とした場合は、製
作に広い場所と大きな設備を必要とし、現地への輸送も
大がかりになりコスト高になるという欠点があった。
(C) Problems to be Solved by the Invention In the case of a structure in which the deck portion is supported on the water surface by several buoyant bodies, it is necessary to manufacture the deck portion, and the size becomes considerably large. In addition, the transportation cost is high, and the buoyancy bridge is supported on the water surface with several buoyancy bodies. Power is also small. In the case of a large one-piece suspension bridge made of steel, FPR or concrete, there is a disadvantage that a large space and large facilities are required for production, the transportation to the site is large, and the cost is high. there were.

また、従来のデッキ部分を支持する浮体は、円筒形あ
るいは直方体の合成樹脂製のものが多く、かなりの材料
費および製作手間を要し、また浮体頂部を直接デッキと
して使用しうるものでもなかった。
In addition, the conventional floating body supporting the deck portion is often made of a synthetic resin of a cylindrical or rectangular parallelepiped, requiring considerable material costs and manufacturing time, and the floating body top cannot be used directly as a deck. .

(ニ)問題を解決するための手段 本発明は、浮体を大形の1体的なものとせず、数個の
浮体を1列に並べれば浮棧橋を構成できるような小型の
ほぼ直方体の浮体とし、その材質は経済的で強度があ
り、耐食性がある繊維強化セメントを用い、浮体の外皮
は極力薄くし、浮体の上面のデッキとなる部分は、その
搭載荷重に耐える強さとし軽量化をはかるため、デッキ
を薄くし、そこに縦および横方向に適宜条数の梁を配置
した浮体である。
(D) Means for Solving the Problem The present invention does not make the floating body a large one-piece, but a small, substantially rectangular parallelepiped floating body that can constitute a floating bridge by arranging several floating bodies in a row. The material is economical, strong, and corrosion-resistant fiber reinforced cement. Therefore, this is a floating body in which the deck is made thinner and the number of beams is appropriately arranged in the vertical and horizontal directions.

この浮体の中に発泡樹脂を充填し、外皮のコンクリー
トにひび割れや、多少の破損があっても、浮力に支障は
ない。
The floating body is filled with a foamed resin, and even if the outer concrete is cracked or slightly damaged, the buoyancy is not affected.

中に充填する発泡樹脂、例えば発泡スチロール等の合
成樹脂は、あらかじめ浮体の内面形状に合わせて作成す
る。例えばデッキの梁は発泡樹脂体の上部の梁の位置に
梁の形に合う溝を形成している。
The foamed resin to be filled therein, for example, a synthetic resin such as styrene foam, is prepared in advance in accordance with the inner surface shape of the floating body. For example, the deck beam has a groove that matches the shape of the beam at the position of the beam above the foamed resin body.

この浮体内側形状に形成した発泡樹脂を中型とし、そ
の外側を浮体外形を形成する外枠で囲み、その間に繊維
強化セメントを注入固化して浮力体を製作する。
The foamed resin formed into the inside shape of the floating body is set to a medium size, and the outside thereof is surrounded by an outer frame forming the outer shape of the floating body, and the fiber reinforced cement is injected and solidified between them to produce a buoyant body.

この浮体を一列に並べ、各浮体の両側面にそれぞれ1
本の条材を配置し、該条材と各浮体を連結固定して1体
とした浮棧橋である。浮体と条材の連結はデッキの梁の
中に貫通ボルトを埋設、その両端のネジ部を浮体側面よ
り突設し、これに条材を貫通、ナット締めとしてもよ
い。またデッキ梁内に貫通ボルト挿入用パイプを埋設し
貫通ボルトで締着してもよい。
The floating bodies are arranged in a line, and one on each side of each floating body.
This is a floating bridge in which book members are arranged, and the member and each floating body are connected and fixed to form one body. For the connection between the floating body and the strip, a penetration bolt may be buried in the beam of the deck, and threaded portions at both ends may be protruded from the side of the floating body, and the strip may be penetrated therethrough and tightened with a nut. Alternatively, a pipe for inserting a through bolt may be buried in the deck beam and fastened with a through bolt.

浮体上面は浮棧橋のデッキとなるので、個々の浮体の
間隔は接近し、連結用条材近くの浮体間上部にはゴム材
等を挾み浮体間上面の隙間を埋め、その下方の間隔は次
第に開くように、浮体の外側を下方程やや先細り状とし
てある。
Since the upper surface of the floating body is the deck of the floating bridge, the spacing between the individual floating bodies is close, the upper part between the floating bodies near the connecting strip is filled with rubber etc. to fill the gap between the upper surfaces of the floating bodies, and the space below it is The outside of the floating body is tapered slightly downward as it gradually opens.

(ホ)作用 以上のように浮体およびこれを用いた浮棧橋を構成し
たことにより、浮力および安定性は1体型の浮棧橋同様
に大きい。また浮体には1体型の場合のように波浪のあ
る場合にも曲げ応力は殆ど加わらず、条材が撓んでも浮
体側面が先細り状となっているので接触衝突等で破損す
る恐れはなく、デッキは浮体に梁を設ければ、デッキ板
に相等する浮体上面の厚みを薄くでき、貫通ボルトある
いは貫通ボルト挿入用パイプを梁内に埋設した場合は梁
の強度を増す作用をする。また浮体が小形であるため製
造が容易で、輸送が簡単で、現地組立ても容易である。
(E) Function By configuring the floating body and the floating bridge using the floating body as described above, the buoyancy and the stability are as large as the one-piece floating bridge. Also, the floating body is hardly subjected to bending stress even when there is a wave as in the case of a one-piece type, and even if the strip is bent, the side surface of the floating body is tapered, so there is no possibility of damage due to contact collision or the like, If the deck is provided with beams on the floating body, the thickness of the upper surface of the floating body equivalent to the deck plate can be reduced, and when the penetration bolt or the pipe for inserting the penetration bolt is buried in the beam, it has the effect of increasing the strength of the beam. In addition, since the floating body is small, manufacturing is easy, transportation is easy, and on-site assembly is easy.

また両側に条材を配したため浮棧橋の防舷材、クリー
ト、係留環、連結片等条材の取付けに便利であり、さら
に長尺、短尺の浮棧橋も浮体の数、条材の長さの選択に
より容易に作ることができ、条材に設ける連結片の位置
により、環状に配置したり、串形に配置したり浮棧橋の
連結形状を自由に形成することができる。
In addition, since the strips are arranged on both sides, it is convenient to install the fenders, cleats, mooring rings, connecting pieces, etc. of the floating bridge, and the number of floating bodies and the length of the long and short floating bridges are also convenient. It can be easily formed by selecting the shape, and can be arranged annularly, arranged in a skewered shape, or freely connected to the floating bridge depending on the position of the connecting piece provided on the strip.

(ヘ)実施例 以下図面に従って本発明の実施例を詳述する。(F) Embodiment Hereinafter, an embodiment of the present invention will be described in detail with reference to the drawings.

第1図aは本発明の浮体()の1実施例の1部切断
平面で、第1図bはそのセンターにおける横断面図、第
1図cは第1図aのA−A切断図である。図中(1)は
デッキで上面は滑り止めのため箒目を入れている。
(2)はデッキの下に突設した梁で、縦および横方向に
それぞれ複数条設けている。(3)は長手方向の梁の中
に埋設した貫通ボルト(4)を挿入するパイプである。
第2図aは条材(5)を浮体に貫通ボルト(4)のナッ
ト(4′)で取り付けた状態を示す拡大断面図、第2図
bは梁の中に直接貫通ボルト(4)を埋設した場合を示
す。
Fig. 1a is a partially cut-away plan view of one embodiment of the floating body ( 1 ) of the present invention, Fig. 1b is a cross-sectional view at the center thereof, and Fig. 1c is a sectional view taken along line AA of Fig. 1a. It is. In the figure, (1) is a deck, and the upper surface is provided with a broom to prevent slippage.
(2) is a beam protruding below the deck, and a plurality of beams are provided in the vertical and horizontal directions, respectively. (3) is a pipe for inserting a through bolt (4) embedded in a longitudinal beam.
Fig. 2a is an enlarged sectional view showing a state in which a strip (5) is attached to a floating body with a nut (4 ') of a through bolt (4), and Fig. 2b is a view in which the through bolt (4) is directly inserted into a beam. Shows the case of burial.

この実施例は長手方向の梁のみ貫通ボルトあるいはパ
イプを埋設したものを示したが、これに直角方向の梁あ
るいは両方の梁に必要に応じ埋設してもよいことは勿論
である。
In this embodiment, the through bolts or pipes are buried only in the longitudinal beam, but it is needless to say that they may be buried in the perpendicular beam or both beams if necessary.

(6)は浮体内に充填した発泡樹脂である。 (6) is a foamed resin filled in the floating body.

第3図a,bおよびcは浮体の中に充填するため、あら
かじめ浮体内面形状に合うように作られた発泡樹脂体
(6)の平面図、正面図および側面図である。本例はデ
ッキ下面に梁(2)を縦横に設けたもので、その形状に
合わせて溝(2′)(2′)が形成されている。この発
泡樹脂を中型にして、外側に浮体の外形に合わせて外枠
を假設組立し、梁にパイプを埋設する場合は梁の位置に
合わせて外枠間にパイプを取り付けて、中型と外枠間に
繊維強化セメントを注入固化して浮体を完成する。
FIGS. 3a, 3b and 3c are a plan view, a front view and a side view, respectively, of a foamed resin body (6) which has been prepared in advance so as to fill the floating body so as to conform to the surface shape of the floating body. In this example, beams (2) are provided vertically and horizontally on the lower surface of the deck, and grooves (2 ') and (2') are formed in accordance with the shape. Using this foamed resin as the medium size, assemble the outer frame on the outside according to the outer shape of the floating body, and when burying the pipe in the beam, attach the pipe between the outer frames according to the position of the beam, In the meantime, fiber-reinforced cement is injected and solidified to complete the floating body.

第4図aは浮体()を複数個直列に並べ、その両側
に条材(5)を配置し、ボルト(4)で1体的に締着し
た浮棧橋の平面図、第4図bはその正面図である。条材
(5)には防舷材(7)、クリート(8)、係留環
(9)が取り付けられている。(第5図a〜d参照)
(10)は浮体と浮体の間に取り付けた緩衝用ゴム材で、
デッキに隙間がないようにしている。
FIG. 4a is a plan view of a floating bridge, in which a plurality of floating bodies ( 1 ) are arranged in series, strip members (5) are arranged on both sides thereof and bolts (4) are integrally fastened, and FIG. Is a front view thereof. A fender (7), a cleat (8), and a mooring ring (9) are attached to the strip (5). (See FIGS. 5a-d)
(10) is a cushioning rubber material attached between the floating bodies,
There are no gaps in the deck.

(ト)発明の効果 以上のように構成したことにより、丈夫で、経済的な
浮体、波浪時にも破損がなく、大きな浮力と安定性能が
優れた、生産が容易で、運搬にも便利で組立てが容易な
浮棧橋を提供するものである。
(G) Advantages of the invention The above-mentioned construction makes the structure of a durable, economical floating body, free from breakage even in waves, excellent in buoyancy and stability, easy to produce, convenient to transport, and easy to assemble. To provide an easy floating bridge.

【図面の簡単な説明】 第1図a〜cは本発明のコンクリート浮体の平面図、中
心で切断した正面図および第1図aのA−A切断図であ
る。第2図a〜bは貫通ボルト(パイプがある場合とな
い場合)を用いて条材を浮体に取り付けた各状態を示
す。第3図a〜cは浮体の中に充填する発泡樹脂体の平
面図、正面図および側面図である。第4図aは浮体を直
列に配置した本発明の浮棧橋の平面図で第4図bはその
正面図である。第5図a〜dは防舷材の詳細を示す断面
図、防舷材に取り付けたクリート、係留環およびその側
面図をそれぞれ示した図である。 ……浮体、1……デッキ、2……梁、2′……溝、3
……パイプ、4……貫通ボルト、5……条材、6……発
泡樹脂、7……防舷材。
BRIEF DESCRIPTION OF THE DRAWINGS FIGS. 1a to 1c are a plan view, a front view cut at the center, and an AA cutaway view of FIG. 1a of the concrete floating body of the present invention. 2a and 2b show various states in which a strip is attached to a floating body using through bolts (with and without a pipe). 3a to 3c are a plan view, a front view and a side view of a foamed resin body to be filled in a floating body. FIG. 4a is a plan view of a floating bridge of the present invention in which floating bodies are arranged in series, and FIG. 4b is a front view thereof. 5a to 5d are a sectional view showing details of the fender, a cleat attached to the fender, a mooring ring and a side view thereof. 1 ... floating body, 1 ... deck, 2 ... beam, 2 '... groove, 3
... pipe, 4 ... penetrating bolt, 5 ... strip, 6 ... foamed resin, 7 ... fender.

フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 E01D 15/14 E01D 15/14 Continued on the front page (51) Int.Cl. 6 Identification number Reference number in the agency FI Technical display location E01D 15/14 E01D 15/14

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】浮体の外側を下方程やや先細り状のほぼ直
方体に形成し、外皮を繊維強化セメントとした浮体と
し、浮体デッキ裏に縦および横方向に複数条の梁を形成
した浮体内部に発泡樹脂を充填したことを特徴とするコ
ンクリート浮体。
1. A floating body in which the outside of the floating body is formed in a substantially rectangular parallelepiped shape slightly tapered downward, the outer skin is made of fiber-reinforced cement, and a plurality of beams are formed vertically and horizontally on the back of the floating body deck. A concrete floating body characterized by being filled with a foamed resin.
【請求項2】外側をやや先細り状のほぼ直方体で上面に
縦および横方向の梁形状にした凹溝を有する浮体内側形
状に発泡樹脂を形成し、該発泡樹脂を中型とし、浮体外
形を形成する外枠との間に繊維強化セメントを注入固化
するようにしたことを特徴とするコンクリート浮体の製
造方法。
2. A foamed resin is formed in an inner shape of a floating body having a substantially rectangular parallelepiped shape having a tapered outer side and a concave groove formed in an upper surface with vertical and horizontal beams, and the foamed resin is formed into a medium size to form a floating body outer shape. A method for producing a concrete floating body, characterized in that fiber-reinforced cement is injected and solidified between the outer frame and the outer frame.
【請求項3】横方向の梁内に貫通ボルト又は貫通ボルト
挿入用パイプを埋設した請求項(1)記載の浮体を複数
個1列に並べ、浮体上面を浮棧橋のデッキとし、各浮体
の両側面にそれぞれ1本の条材を配置し、該条材と各浮
体を貫通ボルトで連結固定して1体としたことを特徴と
する浮棧橋。
3. A floating body according to claim 1, wherein a plurality of through-bolts or pipes for through-bolt insertion are buried in the beam in the horizontal direction, and a plurality of floating bodies are arranged in one row, and the upper surface of the floating bodies is a deck of a floating bridge, and each floating body has a deck. A floating bridge comprising a single strip member disposed on each side surface, and the strip member and each floating body connected and fixed by a through bolt to form a single body.
JP63176008A 1988-07-13 1988-07-13 Concrete floating body, its manufacturing method and floating bridge Expired - Fee Related JP2645308B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63176008A JP2645308B2 (en) 1988-07-13 1988-07-13 Concrete floating body, its manufacturing method and floating bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63176008A JP2645308B2 (en) 1988-07-13 1988-07-13 Concrete floating body, its manufacturing method and floating bridge

Publications (2)

Publication Number Publication Date
JPH0224286A JPH0224286A (en) 1990-01-26
JP2645308B2 true JP2645308B2 (en) 1997-08-25

Family

ID=16006105

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63176008A Expired - Fee Related JP2645308B2 (en) 1988-07-13 1988-07-13 Concrete floating body, its manufacturing method and floating bridge

Country Status (1)

Country Link
JP (1) JP2645308B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101415846B1 (en) * 2012-07-19 2014-07-14 동남이엔씨(주) Yacht mooring facilities

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0744556Y2 (en) * 1990-03-05 1995-10-11 ゼニヤ海洋サービス株式会社 Floating bridge concrete float
JPH04235002A (en) * 1991-01-09 1992-08-24 Kyokuto Kogyo Kk Floating concrete structure having approximately u-shaped cross section and fabrication thereof
CN104109996B (en) * 2014-08-06 2016-04-06 烟台康瑞特建材有限公司 A kind of concrete pontoon bridge of floating harbour
EP4044425A1 (en) * 2021-02-15 2022-08-17 Research & Development Concretes SL Assembly comprising a base and a photovoltaic module and methods for manufacturing it
ES1291689Y (en) * 2021-11-11 2022-09-02 Res & Development Concretes Sl Structure of floating photovoltaic panels

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS548396A (en) * 1977-06-21 1979-01-22 Hitachi Zosen Corp Method of constructing concrete floating body
JPS5493595A (en) * 1977-12-28 1979-07-24 Mitsui Eng & Shipbuild Co Ltd Method of constructing concrete structure hull with multiple structure
JPS5511166A (en) * 1978-07-12 1980-01-25 Sumitomo Electric Ind Ltd Production of raw material powder for poweder metallurgy
JPS605063U (en) * 1983-06-24 1985-01-14 富士電気化学株式会社 laminated dry battery
JPS6197407U (en) * 1984-11-27 1986-06-23

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101415846B1 (en) * 2012-07-19 2014-07-14 동남이엔씨(주) Yacht mooring facilities

Also Published As

Publication number Publication date
JPH0224286A (en) 1990-01-26

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