JPH04108497U - Pontoon connection structure - Google Patents

Pontoon connection structure

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Publication number
JPH04108497U
JPH04108497U JP1180791U JP1180791U JPH04108497U JP H04108497 U JPH04108497 U JP H04108497U JP 1180791 U JP1180791 U JP 1180791U JP 1180791 U JP1180791 U JP 1180791U JP H04108497 U JPH04108497 U JP H04108497U
Authority
JP
Japan
Prior art keywords
connection structure
units
unit
pontoon
floating
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.)
Pending
Application number
JP1180791U
Other languages
Japanese (ja)
Inventor
武彦 丸山
忠夫 川原
督啓 白岩
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.)
Nippon Concrete Industries Co Ltd
Original Assignee
Nippon Concrete Industries Co Ltd
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 Nippon Concrete Industries Co Ltd filed Critical Nippon Concrete Industries Co Ltd
Priority to JP1180791U priority Critical patent/JPH04108497U/en
Publication of JPH04108497U publication Critical patent/JPH04108497U/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 【目的】 水面に浮かべられた複数の単位体を容易に連
結一体化するとともに、耐久性に優れかつ一体化したポ
ンツーンを波の動きに柔軟に対応せしめる連結構造を提
供する。 【構成】 水面に連設して浮かべられた複数の単位体1
1a,11bを、連設方向外部に配設した耐腐食性の緊
張材14により、連設方向の両端に取付けた定着板12
a,12bを介して一体締結する。
(57) [Summary] [Purpose] To provide a connection structure that easily connects and integrates multiple units floating on the water surface and allows the integrated pontoon to respond flexibly to the movement of waves with excellent durability. . [Composition] Multiple units 1 floating in series on the water surface
1a and 11b are attached to both ends of the fixing plate 12 in the continuous direction using corrosion-resistant tension members 14 disposed outside in the continuous direction.
They are integrally fastened via a and 12b.

Description

【考案の詳細な説明】[Detailed explanation of the idea]

【0001】0001

【産業上の利用分野】[Industrial application field]

本考案は、水面に浮かべて桟橋等として使用するポンツーンの連結構造に関す る。 This invention relates to the connection structure of pontoons that are floated on the water surface and used as piers, etc. Ru.

【0002】0002

【従来の技術】[Conventional technology]

例えば、係留した小型船と連絡するための、陸岸と接続して水面に浮上する単 位体構造物、すなわちポンツーンは、一般に、発砲スチロール等の比重の軽い物 質でできた浮体の周囲にコンクリート層を形成したものを単位単位体として、こ れらを複数個並べて連結したものからなる。また、かかる単位体の連結は、水面 上に浮上させた状態で実施される。 For example, a boat that connects to the shore and floats on the surface of the water to communicate with a moored small boat. Pontoons are generally made of light materials such as styrofoam. A floating body made of concrete with a concrete layer formed around it is used as a unit body. It consists of a plurality of them lined up and connected. In addition, the connection of such units is It is carried out in a suspended state.

【0003】 図3および図4はかかる従来のポンツーンの連結構造を概略的に示す正面断面 図および平面図である。同図において、1a,1bは互いに隣接する各一の単位 体で、これらの各単位体1a,1bの連結部付近の複数箇所には箱型金物2a, 2bが埋設されている。3はこれらの各単位体1a,1b間に介装されたゴムや 木材などからなる緩衝材、4は箱型金物2b内から各単位体1a,1bおよび緩 衝材3を貫通する結合用ボルトで、この結合用ボルト4の先端は箱型金物2a内 に臨み、これにナット5がねじ込まれている。そして、かかるナット5の結合用 ボルト4への締め込みによって、各単位体1a,1bは緩衝材3を介してしっか りと固定され、これらの各単位体1a,1bに連結される他の単位体(図示しな い)とともに、水面に浮かべられる。0003 3 and 4 are front cross-sectional views schematically showing such conventional pontoon connection structure. FIG. 2 is a diagram and a plan view. In the same figure, 1a and 1b are units adjacent to each other. Box-shaped hardware 2a, 2b is buried. 3 is the rubber or rubber interposed between these units 1a and 1b. A cushioning material made of wood or the like, 4, is inserted into each unit 1a, 1b and a loose material from inside the box-shaped hardware 2b. This is a connecting bolt that passes through the reinforcement material 3, and the tip of this connecting bolt 4 is inside the box-shaped metal fitting 2a. The nut 5 is screwed into this. And for connecting such a nut 5 By tightening the bolt 4, each unit body 1a, 1b is firmly attached via the cushioning material 3. Other units (not shown) are connected to each of these units 1a and 1b. ), it floats on the surface of the water.

【0004】0004

【考案が解決しようとする課題】[Problem that the idea aims to solve]

しかしながらかかる従来のポンツーンの連結構造では、単位体1a,1bは発 泡スチロール等の浮体の周囲にコンクリート層を設けて構成されているため、そ の箱型金物2a,2b付近のコンクリート層の厚さが小さく、この箱型金物のア ンカーを強固にしたり上記ナット5を強く締め込んだりすると、その付近でコン クリートおよび浮体にクラックを生じ、遂には破損分離するという問題点があっ た。したがって、このような構造では、接合部(連結部)に大きな荷重を作用さ せない、波の静かな静穏域用としての用途しか得られないという不都合があった 。 However, in such a conventional pontoon connection structure, the units 1a and 1b are It is constructed by placing a concrete layer around a floating body such as Styrofoam, so it The thickness of the concrete layer near the box-shaped hardware 2a and 2b is small, and the area of the box-shaped hardware is If you strengthen the connector or tighten the nut 5 above, the condenser will be damaged in the vicinity. There is a problem that cracks occur in the cleat and the floating body, and eventually they break and separate. Ta. Therefore, in such a structure, large loads are not applied to the joints (connections). This had the disadvantage that it could only be used in calm areas with calm waves. .

【0005】 一方、これに対し、各単位体1a,1bに対し、シース管を埋設しておき、こ れらのシース管内にPC鋼棒を貫通させた後、その端部を各単位体1a,1bの 端部に固定して両単位体1a,1bを連結するようにした連結構造が提案されて いる。[0005] On the other hand, in contrast, a sheath pipe is buried in each unit body 1a, 1b. After passing the PC steel rod through these sheath tubes, insert the end of the rod into each unit body 1a, 1b. A connection structure has been proposed in which both unit bodies 1a and 1b are connected by being fixed at the ends. There is.

【0006】 しかしながら、このようなポンツーンの連結構造では、シース管にPC鋼棒を 通したり、グラウトを注入する作業に手間がかかるとともに、PC鋼棒の重量が 大きいため海上での取扱いが容易でなく、また、PC鋼棒が海水等により腐食劣 化するので耐久性が良くない等の課題があった。[0006] However, in such a pontoon connection structure, a PC steel rod is attached to the sheath pipe. It is time-consuming to thread the rod through and inject grout, and the weight of the PC steel rod is also high. Due to its large size, it is difficult to handle it at sea, and the PC steel rod is susceptible to corrosion due to seawater, etc. There were problems such as poor durability due to oxidation.

【0007】 本考案は上記のような従来の課題に着目してなされたものであり、取付けが容 易で、耐久性に富むとともに、波の動きにも柔軟に対応できるポンツーンの連結 構造を提供することを目的とする。[0007] The present invention was developed by focusing on the conventional problems mentioned above, and it is easy to install. Easy and durable pontoon connection that can flexibly respond to wave movements The purpose is to provide structure.

【0008】[0008]

【課題を解決するための手段】[Means to solve the problem]

本考案は、上記目的を鑑みてなされたものであり、その要旨は、水面に連設し て浮かべられた複数の単位体と、該複数の単位体を、その連設方向に交差する両 端から挾む定着板と、上記各単位体の連設方向外部に配設し、上記各定着板に両 端を締結して各単位体を圧接した耐腐食性の緊張材とからなるポンツーンの連結 構造にある。 This invention was made in view of the above purpose, and its gist is that A plurality of units floating in the same direction, and a direction that intersects the plurality of units in the continuous direction A fixing plate sandwiched from the end and disposed outside in the direction in which each of the above units are connected, Connection of pontoons consisting of corrosion-resistant tendons with ends fastened and each unit pressed together It's in the structure.

【0009】[0009]

【作用】[Effect]

本考案におけるポンツーンの連結構造では、緊張材が耐腐食性部材からなるの で、海水にさらされても腐触することなく所定の強度,弾性係数などを永年に亘 って維持する。また、緊張材は定着板を介して単位体の外部に取り付けられるた め、単位体に引張応力を生じることがなく、したがってクラック等の発生による 単位体の破損を防止する。さらに、単位体の連結作業やメンテナンスを容易化し 、かつ波の動きにも柔軟に対応して、静穏域以外での設置をも可能にする。 In the pontoon connection structure of this invention, the tendons are made of corrosion-resistant materials. It maintains the specified strength and elastic modulus for many years without corroding even when exposed to seawater. That's what I maintain. In addition, since the tension material is attached to the outside of the unit via the fixing plate, Therefore, no tensile stress is generated in the unit, and therefore there is no possibility of cracks etc. Prevent damage to the unit. Furthermore, it simplifies unit connection work and maintenance. It also flexibly responds to the movement of waves, making it possible to install it in areas other than calm areas.

【0010】0010

【実施例】【Example】

以下、本考案の一実施例を添付図面を基に詳細に説明する。 Hereinafter, one embodiment of the present invention will be described in detail with reference to the accompanying drawings.

【0011】 図1及び図2において、11a,11bは上部両側端がT字状に突出する各一 の単位体であり、この単位体11a,11bは、発泡スチロール等の浮体と、こ れの外周面に設けた所定厚さのコンクリート層により構成される。なお、これら の単位体11a,11bは工場生産した後、設置現場へ運搬される。また、12 a,12bは連設する単位体11a,11bを連設方向に交差する両端から挾む 定着板であり、これらは単位体11a,11bに予め埋設されたインサート部材 (図示しない)を用いて、工場または設置現場でボルト等により、単位体11a ,11b端面に仮止めされる。なお、これらの各定着板12a,12bの両端は 、単位体11a,11bの前記上部両側端の突出部13の直下に臨み、当該突出 部13の直下に配設された各1本ずつの緊張材14の両端を図2に示すように挿 通支持している。15はこのように定着板12a,12bに挿通された上記緊張 材14の両端部を、この緊張材14にテンションを付与した状態で定着するクラ ンプ部材であり、緊張材14を損傷しない部材で作られている。なお、このクラ ンプ部材15としては、緊張材14端にねじ込むものや緊張材14を挾圧により 把握するものなどが用いられる。また、16は各単位体11a,11b間に介装 されたゴムなどからなる緩衝材、17a,17bは各単位体11a,11bの接 合部付近における突出部13の直下に配設した案内管で、これらは上記緊張材1 4を挿通して、これらを支承し、各単位体11a,11b相互が位置ずれしない ようになっている。[0011] In FIGS. 1 and 2, 11a and 11b each have a T-shaped projecting end on both sides of the upper part. The unit bodies 11a and 11b are floating bodies such as styrofoam, and It consists of a concrete layer of a predetermined thickness provided on the outer circumferential surface of the concrete. Furthermore, these After the unit bodies 11a and 11b are produced in a factory, they are transported to the installation site. Also, 12 a, 12b sandwich the consecutively installed units 11a, 11b from both ends intersecting in the connecting direction. These are insert members embedded in the unit bodies 11a and 11b in advance. (not shown), and bolt the unit 11a at the factory or installation site. , 11b is temporarily fixed to the end face. Note that both ends of each of these fixing plates 12a and 12b are , facing directly below the protrusions 13 at both ends of the upper parts of the unit bodies 11a, 11b, Insert both ends of each tension member 14 placed directly under the section 13 as shown in FIG. I fully support it. Reference numeral 15 denotes the tension plate inserted through the fixing plates 12a and 12b in this way. Both ends of the tension material 14 are fixed with tension applied to the tension material 14. It is a damping member and is made of a material that does not damage the tendon material 14. In addition, this club The pumping member 15 may be one that is screwed into the end of the tension material 14 or one that clamps the tension material 14 with pressure. Something to grasp is used. In addition, 16 is an interposed device between each unit body 11a and 11b. Cushioning materials 17a and 17b made of rubber or the like are used to connect each unit body 11a and 11b. These are guide tubes arranged directly under the protrusion 13 in the vicinity of the joint, and these are the 4 is inserted to support these, and each unit body 11a, 11b does not shift relative to each other. It looks like this.

【0012】 ところで、上記単位体11a,11bをこれらの外部で連結するアウトケーブ ルとしての緊張材14は、新素材であるカーボンロッド、グラスファイバ、ビニ ロン繊維あるいはアラミド繊維といった、海水に対する耐蝕性がすぐれた素材が 単独または併用して用いられる。このようなカーボンロッドなどの緊張材14は 、一般に弾性係数が低く、波による単位体の動揺に円滑に追従するため、強度, 耐久性にすぐれ、しかもPC鋼棒などに比べて著しく軽量で、施工が容易である 。従って、各単位体11a,11bの連結などの単位体における連結作業を効率 化できる。0012 By the way, an out cable connecting the units 11a and 11b externally The tension material 14 is made of a new material such as carbon rod, glass fiber, or vinyl. Materials with excellent corrosion resistance against seawater, such as ron fiber or aramid fiber, are used. Used alone or in combination. The tension material 14 such as such a carbon rod is , generally has a low elastic modulus and smoothly follows the movement of the unit body due to waves, so its strength, It has excellent durability, is significantly lighter than PC steel rods, and is easy to construct. . Therefore, the connection work in the unit bodies, such as the connection of each unit body 11a and 11b, can be carried out efficiently. can be converted into

【0013】 また、かかる構成からなるポンツーンの連結構造では、まず、上記単位体11 a,11bの定着板12a,12bが設けられていない方の端面を、緩衝材16 を介して衝合わせ、次いで他端面に仮止めした各定着12a,12bの端部の孔 及び案内管17a,17bに各1本の緊張材14を通す。さらに、緊張材14に テンションを付与して各単位体11a,11bを圧接するとともに、端部にクラ ンプ部材15を取り付けてこれを定着板12a,12bに定着し、連結構造の組 立てを完了する。[0013] In addition, in the pontoon connection structure having such a configuration, first, the unit body 11 A cushioning material 16 The holes at the ends of each fixing device 12a, 12b are abutted through the holes, and then temporarily fixed to the other end surface. And one tension member 14 is passed through each of the guide tubes 17a and 17b. Furthermore, the tension material 14 While applying tension to press the unit bodies 11a and 11b, a clamp is attached to the end. The pump member 15 is attached and fixed to the fixing plates 12a and 12b, and the connecting structure is assembled. Complete the stand.

【0014】 そして、かかる連結構造により組立てられたポンツーンでは、緊張材14によ る定着板12a,12bを介しての引張力は、各単位体11a,11bの接合面 に圧縮力として作用し、単位体11a,11bに部分的な引張応力を発生させる ことがないので、クラック等の単位体の破損を防止する。また、緊張材14はア ウトケーブルとして取付けるので、既設の連結構造に対する追加施工や連結構造 の交換も可能となる。そして、従来のようなシース管やPC鋼棒を用いないので 、構造やコストの点で有利となり、部材の腐触による耐久性劣化の問題も生じな い。[0014] In the pontoon assembled with such a connection structure, the tension members 14 The tensile force applied via the fixing plates 12a, 12b is applied to the bonding surface of each unit body 11a, 11b. acts as a compressive force on the unit body 11a, 11b, and generates a partial tensile stress on the unit bodies 11a and 11b. This prevents damage to the unit such as cracks. In addition, the tension material 14 is Since it is installed as an external cable, additional construction or connection structure to the existing connection structure is possible. It is also possible to exchange. And since it does not use a sheathed pipe or PC steel rod like in the past, , it is advantageous in terms of structure and cost, and there is no problem of deterioration of durability due to corrosion of parts. stomach.

【0015】[0015]

【考案の効果】[Effect of the idea]

以上のように、本考案は、複数の単位体と、これらをその連設方向に交差する 両端から挾む定着板と、単位体の連設方向外部に配設し、両端を定着板に緊張締 結される緊張材により構成されるので、組立て及びメンテナンスを容易に行なう ことができる。また、耐腐食性部材からなる緊張材の使用により波の動きにも柔 軟に対応し、単位体に部分的な引張応力を発生させないので、単位体の破損を防 止して波の静穏域以外でのポンツーンの設置も可能にする。さらに、腐触を生じ ることなく所定の強度,弾性係数等を永年に亘って維持することができる。 As described above, the present invention uses multiple units and intersects them in the direction in which they are connected. The fixing plate is sandwiched from both ends, and the unit is placed outside in the direction in which the units are connected, and both ends are tightened to the fixing plate. Easy to assemble and maintain as it is constructed from tensioned materials that are tied together. be able to. In addition, the use of tendons made of corrosion-resistant materials makes it flexible against wave movements. It is flexible and does not generate local tensile stress on the unit, preventing damage to the unit. This also allows the installation of pontoons outside of areas where the waves are calm. Furthermore, it causes corrosion. A predetermined strength, elastic modulus, etc. can be maintained for a long time without any damage.

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

【図1】本考案のポンツーンの連結構造の一実施例を示
す斜視図である。
FIG. 1 is a perspective view showing an embodiment of the pontoon connection structure of the present invention.

【図2】図1に示すポンツーンの連結構造の側面図であ
る。
FIG. 2 is a side view of the pontoon connection structure shown in FIG. 1;

【図3】従来のポンツーンの連結構造を示す側面断面図
である。
FIG. 3 is a side cross-sectional view showing a conventional pontoon connection structure.

【図4】図3に示す連結構造の平面図である。FIG. 4 is a plan view of the connection structure shown in FIG. 3;

【符号の説明】[Explanation of symbols]

11a 単位体 11b 単位体 12a 定着板 12b 定着板 14 緊張材 11a Unit body 11b unit body 12a Fixing plate 12b Fixing plate 14 Tension material

───────────────────────────────────────────────────── フロントページの続き (72)考案者 丸山 武彦 茨城県下館市伊佐山字北宿218−3 日本 コンクリート工業株式会社研究所内 (72)考案者 川原 忠夫 東京都港区新橋1丁目8番3号 日本コン クリート工業株式会社内 (72)考案者 白岩 督啓 東京都港区新橋1丁目8番3号 日本コン クリート工業株式会社内 ──────────────────────────────────────────────── ─── Continuation of front page (72) Creator Takehiko Maruyama 218-3 Kitajuku, Isayama, Shimodate, Ibaraki Japan Concrete Industry Co., Ltd. Research Center (72) Creator Tadao Kawahara Nippon Con, 1-8-3 Shinbashi, Minato-ku, Tokyo Within Crete Industry Co., Ltd. (72) Creator: Takahiro Shiraiwa Nippon Con, 1-8-3 Shinbashi, Minato-ku, Tokyo Within Crete Industry Co., Ltd.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 水面に連設して浮かべられた複数の単位
体と、該複数の単位体を、その連設方向に交差する両端
から挾む定着板と、上記各単位体の連設方向外部に配設
し、上記各定着板に両端を締結して各単位体を圧接した
耐腐食性の緊張材とからなるポンツーンの連結構造。
Claim 1: A plurality of units floating in series on a water surface, a fixing plate that sandwiches the plurality of units from both ends intersecting the direction in which the units are arranged in series, and a direction in which the units are arranged in series. A pontoon connection structure consisting of a corrosion-resistant tension member disposed externally and having both ends fastened to each of the above-mentioned fixing plates and press-fitting each unit.
JP1180791U 1991-03-06 1991-03-06 Pontoon connection structure Pending JPH04108497U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1180791U JPH04108497U (en) 1991-03-06 1991-03-06 Pontoon connection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1180791U JPH04108497U (en) 1991-03-06 1991-03-06 Pontoon connection structure

Publications (1)

Publication Number Publication Date
JPH04108497U true JPH04108497U (en) 1992-09-18

Family

ID=31900891

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1180791U Pending JPH04108497U (en) 1991-03-06 1991-03-06 Pontoon connection structure

Country Status (1)

Country Link
JP (1) JPH04108497U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021035817A (en) * 2019-08-22 2021-03-04 日立造船株式会社 Floating body connecting device and floating body transportation method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4874040A (en) * 1971-12-28 1973-10-05

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4874040A (en) * 1971-12-28 1973-10-05

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021035817A (en) * 2019-08-22 2021-03-04 日立造船株式会社 Floating body connecting device and floating body transportation method

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