JPS5852872B2 - Floating box joining method at sea - Google Patents

Floating box joining method at sea

Info

Publication number
JPS5852872B2
JPS5852872B2 JP54050022A JP5002279A JPS5852872B2 JP S5852872 B2 JPS5852872 B2 JP S5852872B2 JP 54050022 A JP54050022 A JP 54050022A JP 5002279 A JP5002279 A JP 5002279A JP S5852872 B2 JPS5852872 B2 JP S5852872B2
Authority
JP
Japan
Prior art keywords
floating
joining
boxes
floating boxes
sea
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
Application number
JP54050022A
Other languages
Japanese (ja)
Other versions
JPS55145090A (en
Inventor
和彦 松元
有一郎 浅井
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.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP54050022A priority Critical patent/JPS5852872B2/en
Publication of JPS55145090A publication Critical patent/JPS55145090A/en
Publication of JPS5852872B2 publication Critical patent/JPS5852872B2/en
Expired legal-status Critical Current

Links

Description

【発明の詳細な説明】 この発明は、浮函体を洋上で接合する方法に関し、特に
、大寸法のコンクリート製浮函体において、接合時に両
浮間体の接合面間に空気式緩衝材を介在させて、衝突力
を吸収し、動揺量を拘束できるようにし、また、浮函体
の接合面に、円柱形部分と円錐形部分とが続く凸具と、
これに嵌合する回置とを嵌合装置として併用して設け、
接合案内と位置精度と耐剪断との機能を付与できるよう
にする。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for joining floating bodies at sea, and in particular, for large concrete floating bodies, an air cushioning material is interposed between the joint surfaces of both floating bodies at the time of joining. a convex device that absorbs collision force and restrains the amount of oscillation, and that has a cylindrical portion and a conical portion continuing on the joint surface of the floating box;
A rotation device that is fitted to this is provided in combination as a fitting device,
It is possible to provide the functions of joint guidance, positional accuracy, and shear resistance.

一般に、大型浮遊式コンクリート構造物の建造には、造
船所ドックや船台等の既存施設の規模による制限もあり
、また、一時的に規模に合った大型建造施設を造ること
は著しく不経済となる。
In general, the construction of large floating concrete structures is limited by the scale of existing facilities such as shipyard docks and slipways, and it is extremely uneconomical to temporarily construct large construction facilities that match the scale. .

更に超大型構造物、例えば数百m、数千mに及ぶ構造物
を一体に建造し、曳航、設置する場合には、より多くの
技術上の問題が生じる。
Furthermore, when a very large structure, for example, a structure extending several hundreds or thousands of meters in length, is to be built, towed, and installed in one piece, many more technical problems arise.

従って、これらの大型浮遊式コンクリート構造物の建造
には、既存施設の規模又は経済性を考慮した仮設建造施
設の規模の範囲内で建造し得る形状寸法に分割して建造
し、洋上に曳出すことになる。
Therefore, when constructing these large floating concrete structures, it is necessary to divide them into shapes and sizes that can be built within the scale of the existing facility or the scale of temporary construction facilities considering economic efficiency, and then tow them out to sea. It turns out.

この発明は、この分割建造された1固々の浮函体を海上
の所定位置に曳航して洋上で接合し、大きな平面内拡が
りを持つ大型構造物を経済的に建造するための工法であ
る。
This invention is a construction method for economically constructing a large structure with a large in-plane area by towing one solid floating box built in sections to a predetermined location on the ocean and joining them together on the ocean. .

この発明は、特に、浮函体接合のかかる諸問題を解決す
るものである。
This invention is particularly intended to solve these problems in joining floating boxes.

而してこの発明の目的は、接合時に接合面間に空気式緩
衝材を介在させることにより衝突力を吸収し且つ動揺量
を拘束するにあり、またこの発明の目的は、特殊形状の
嵌合装置を併用することにより接合作業を容易且つ完全
にすることにある。
An object of the present invention is to absorb collision force and restrain the amount of vibration by interposing a pneumatic cushioning material between the joint surfaces during joining. The purpose is to make the joining work easier and more complete by using the devices together.

即ちこの出願は、図示する実施例の如く、浮函体の洋上
接合に際し、両浮函体1,2の接合面5間に、可変圧空
気を内蔵した空気式緩衝材11を前記接合面5間で挟む
ように介在させ、前記空気式緩衝材11内の空気圧を減
圧しながら両浮函体1,2同士を引寄せて、対向する両
接合面5を面合せしながら次第に近接させ、以て両浮函
体1゜2を接合することを特徴とする浮函体の洋上接合
方法を特定発明とし、更に、浮函体の洋上接合に際し、
両浮函体1,2の接合面5間に、可変圧空気を内蔵した
空気式緩衝材11を前記接合面5間で挟むように介在さ
せ、前記空気式緩衝材11内の空気圧を緘圧しながら両
浮函体1,2同士を引寄せて、対向する両接合面5を面
合せしながら次第に近接させるとともに、一方の接合面
5に配されて円柱形の先部15に円錐形の基部14が続
く形状を有する凸具9aと、他方の接合面5に配されて
前記凸具9aと反対の形状を有して前記凸具9aと嵌合
可能に構成され且つ前記凸具9aと組んで一組の嵌合装
置9を構成する凹具9bとを嵌合させ、これにより両接
合面5を所定の相対位置に案内してこれを位置決めしつ
つ両浮函体1,2を接合することを特徴とする浮函体の
洋上接合方法を併合発明とする。
That is, in this application, as in the illustrated embodiment, when joining floating boxes at sea, a pneumatic cushioning material 11 containing variable pressure air is placed between the joining surfaces 5 of both floating boxes 1 and 2. The floating boxes 1 and 2 are brought together while the air pressure inside the pneumatic buffer material 11 is reduced, and the opposing joint surfaces 5 are brought into close contact with each other gradually. A specified invention is a method for joining floating boxes at sea, which is characterized by joining both floating boxes 1゜2 together, and furthermore, when joining floating boxes at sea,
A pneumatic cushioning material 11 containing variable pressure air is interposed between the joint surfaces 5 of both floating boxes 1 and 2 so as to be sandwiched between the joint surfaces 5, and the air pressure in the pneumatic cushioning material 11 is reduced. At the same time, both the floating boxes 1 and 2 are brought together and gradually brought closer to each other while the opposing joint surfaces 5 are brought into contact with each other. a protrusion 9a having a shape in which 14 continues; Then, the recesses 9b constituting a pair of fitting devices 9 are fitted together, thereby guiding both joining surfaces 5 to a predetermined relative position and positioning them while joining both floating boxes 1 and 2. A method for joining floating bodies at sea, which is characterized by the following, is defined as a combined invention.

この発明の実施例を図面を参照して説明する。Embodiments of the invention will be described with reference to the drawings.

浮函体の接合方法は、第1図乃至第5図において、分割
建造した浮函体1,2を、ワイヤ3とウィンチ、ジヤツ
キ等の牽引装置4とを、用いて所定位置に引寄せ、接合
面5の位置、角度、間隔等の微調整を行なったのち、両
浮函体1,2を接合するPC鋼材6を仮緊張して仮固定
する。
1 to 5, the floating boxes 1 and 2 are pulled to a predetermined position using a wire 3 and a traction device 4 such as a winch or jack. After making fine adjustments to the position, angle, spacing, etc. of the joining surfaces 5, the PC steel material 6 joining both floating boxes 1 and 2 is temporarily tensioned and temporarily fixed.

その後、接合面目地部7に特殊結合材8を充填し、その
硬化後、PC鋼材6を本緊張して両浮函体1,2を一体
化する。
Thereafter, a special bonding material 8 is filled into the joining surface joint portion 7, and after it hardens, the PC steel material 6 is fully tensioned to integrate both floating boxes 1 and 2.

接合面5の構造は、第2図乃至第4図に示す如く、浮函
体の引寄せ、面合せ作業を容易にするためのガイド機能
と接合位置精度の確保及び接合作業時の波浪荷重によっ
て生ずる剪断力に抵抗するための特殊形状を有する嵌合
装置9と、接合面の止水機能及び接合面目地部7に充填
する特殊結合材8の型枠としての機能も果たす止水材1
0、また、両浮函体1,2を接合するPC鋼材6、接合
面目地部7に充填する特殊結合材8、浮函体の引寄せ面
合せ時に両浮函体1,2同士の衝突防止と両浮函体1,
2相互の動揺を拘束する機能を果たす空気式緩衝材1L
及び、接合面5の位置、傾き、間隔等の微調整及び両浮
函体1,2を接合するPC鋼材6の仮緊張力の反力体と
しての機能を果たすジヤツキ12等で構成されている。
As shown in Figs. 2 to 4, the structure of the joint surface 5 has a guiding function to facilitate pulling of the floating box and face-to-face work, ensuring joint position accuracy, and the wave load during the joint work. A fitting device 9 having a special shape to resist the generated shearing force, and a water-stopping material 1 that also functions as a water-stopping function for the joint surfaces and as a formwork for the special bonding material 8 filled in the joint surface joints 7.
0. In addition, the PC steel material 6 that joins both floating boxes 1 and 2, the special bonding material 8 that is filled in the joining surface joint 7, and the collision between both floating boxes 1 and 2 when the floating boxes are pulled together and brought together. Prevention and both floating boxes 1,
2. 1L of pneumatic cushioning material that functions to restrain mutual oscillation.
It also includes a jack 12, etc., which functions as a fine adjustment of the position, inclination, spacing, etc. of the joint surface 5, and as a reaction force for the temporary tension force of the PC steel material 6 that joins both floating boxes 1 and 2. .

次に、上記接合面構造のうち、空気式緩衝材11につい
て説明する。
Next, the pneumatic cushioning material 11 of the above joint surface structure will be explained.

一般に、浮函体を接合する場合には、通常はゴム等の弾
性体を緩衝材として使用するが、これらの緩衝材は接合
作業の終了時点まで弾性反力を有するため、接合面を押
し拡げる方向の反力を発生させ、浮函体の引寄せ、接合
に要する力、即ち緊張力が犬となる。
Generally, when joining floating boxes, an elastic material such as rubber is usually used as a cushioning material, but since these cushioning materials have an elastic reaction force until the end of the joining process, they push the joint surface apart. The force required to generate a reaction force in the direction and pull and join the floating bodies, that is, the tension force, becomes the dog.

また、この弾性反力のため緩衝材の撤去は困難となり、
接合作業ごとに緩衝材を埋め殺すことになり、不経済と
なる。
In addition, this elastic reaction force makes it difficult to remove the cushioning material.
The cushioning material is buried for each joining operation, which is uneconomical.

これに対し空気式緩衝材は、接合作業の各段階で空気式
緩衝材の内圧(空気圧)の調節を接合面空間外の浮函体
内部又は甲板等の浮函体外部で行なうことにより、必要
な緩衝力(反力)を保持させることができる。
In contrast, with pneumatic cushioning materials, the internal pressure (air pressure) of the pneumatic cushioning material is adjusted at each stage of the joining work either inside the floating box outside the joint surface space or outside the floating box such as on the deck. It is possible to maintain a strong buffering force (reaction force).

また、接合作業の終了時には、緩衝材の内圧(空気圧)
を零にすることにより、接合に要する力(緊張力)も所
定の値でよく、更に容易に緩衝材を撤去することができ
、転用も可能となり、経済的となる。
Also, at the end of the joining work, the internal pressure (air pressure) of the cushioning material
By reducing the value to zero, the force (tension force) required for joining can be a predetermined value, and the buffer material can be removed more easily and can be used for other purposes, which is economical.

空気式緩衝材の形状には、第6図乃至第10図示すよう
に、球形、円筒形、ドーナツ形、マット形、円錐台形等
があり、それらの取付位置は、接合断面の内外何れでも
よく、その断面の中立軸上、又は中立軸に対して上下左
右対称の位置である。
As shown in Figures 6 to 10, the shape of the air cushioning material includes a spherical shape, a cylindrical shape, a donut shape, a mat shape, a truncated cone shape, etc., and the mounting position thereof may be either inside or outside of the joint cross section. , on the neutral axis of the cross section, or a position that is vertically and horizontally symmetrical with respect to the neutral axis.

円筒形のものは縦、横細れに用いてもよい。The cylindrical shape may be used vertically or horizontally.

また、使用個数は、浮函体同士の衝突エネルギの吸収及
び動揺制御に必要な個数とし、1基又は複数を使用する
Moreover, the number of units used is the number necessary for absorption of collision energy between floating bodies and control of agitation, and one or more units are used.

第6図乃至第10図に挙げた空気式緩衝材は、夫々形状
、大きさ及び内圧によりP−6曲線で示す反力特性が夫
々異なるので、接合面形状や波浪等による浮函体の動揺
特性、接合方法にとって最適な形状、大きさ、初期内圧
を採用する。
The pneumatic shock absorbers listed in Figures 6 to 10 have different reaction force characteristics as shown by the P-6 curve depending on their shape, size, and internal pressure, so the floating body may not sway due to the joint surface shape or waves, etc. Adopt the optimal shape, size, and initial internal pressure for the characteristics and joining method.

なお、各形状による一般的な反力特性を第11図に、各
内圧による反力特性を第12図に示す。
Note that general reaction force characteristics due to each shape are shown in FIG. 11, and reaction force characteristics due to each internal pressure are shown in FIG. 12.

更に、浮函体壁面と緩衝材との摩擦により浮函体相互の
動揺量を拘束する効果を向上させるために、第13図又
は第14図に示すように、空気式緩衝材にネットを被せ
たり、函体と接触する面に凹凸を付けることもできる。
Furthermore, in order to improve the effect of restraining the mutual movement of the floating boxes due to the friction between the wall surface of the floating box and the cushioning material, the air cushioning material is covered with a net, as shown in Fig. 13 or 14. Alternatively, the surface that comes into contact with the box can be textured.

次に前記接合面構造のうち、嵌合装置9について説明す
る。
Next, of the joint surface structure, the fitting device 9 will be explained.

嵌合装置9は、第15図乃至第18図に示す如く、凸具
9aと凹具9bとの組合せから成り、浮函体接合作業を
容易にするための案内機能を有する円錐形部分14と、
これに続いて接合位置精度の確保及び剪断キーとしての
機能を有する円柱形部分15とで構成されている。
As shown in FIGS. 15 to 18, the fitting device 9 consists of a combination of a protrusion 9a and a recess 9b, and a conical portion 14 having a guiding function to facilitate the work of joining the floating boxes. ,
Following this, there is a cylindrical portion 15 that ensures joint position accuracy and functions as a shearing key.

回置9bは凸具9aが嵌入可能な反対の形状をなす。The rotation 9b has an opposite shape into which the protrusion 9a can fit.

この装置の設置位置は接合面内又は浮函体の甲板上又は
側面に設置する。
The installation location of this device is within the joint surface or on the deck or side of the floating box.

この嵌合装置が特徴とするところを挙げると、(a)
回置9bの入口が円錐形状で拡がっているので、波浪
によって接合ユニットが動揺しても凸具9aが嵌入し易
い。
The features of this fitting device are (a)
Since the inlet of the turning member 9b is expanded in a conical shape, the convex tool 9a can be easily inserted even if the joining unit is shaken by waves.

このことはまた、接合する函体同士の吃水や水平を厳密
に調整しなくても、互いに引寄せることによりテーパ部
を強制的に滑らせることができる。
This also means that the tapered portions can be forcibly slid by drawing the boxes together, without having to strictly adjust the stuttering and horizontality of the boxes to be joined.

(b) 接合函体を引寄せるだけで、凸具9aが回置
9bの円錐形状部を滑り、円筒部へ嵌入していくので、
所定の接合精度は自動的に得られ、特別に接合面の微調
整機構及び操作を必要としない。
(b) Just by pulling the joint box together, the convex tool 9a slides on the conical part of the rotation part 9b and fits into the cylindrical part.
A predetermined bonding accuracy is automatically obtained, and no special fine adjustment mechanism or operation of the bonding surface is required.

(c) 嵌合装置の断面形状が円形なので、凹側と凸
側の接する所が点又は線となり、滑り抵抗が少なくなり
、引寄せ力が小さくて済む。
(c) Since the cross-sectional shape of the fitting device is circular, the contact between the concave side and the convex side becomes a point or a line, which reduces slip resistance and requires less pulling force.

また嵌合装置の取付けに対して、その取付位置における
接合面内の回転方向に制限がないので、取付精度も向上
する。
Furthermore, since there is no restriction on the rotational direction within the joint surface at the mounting position for mounting the fitting device, the mounting accuracy is also improved.

断面形状が四角形のようなものよりも、この円形の方が
種々の点で優れている。
This circular cross-sectional shape is superior to a rectangular cross-sectional shape in various respects.

(d) 凸具9aが回置9bの円筒部に成る程度嵌入
してから接合面周囲に取付けである止水材10が他方の
函体に接触し、その後、止水材の止水に必要な変形量分
だけ凸具が回置の円筒部に沿って嵌入する順序となるの
で、止水材の剪断変形は甚だ小さくすることができ、止
水材の止水性を高めることになる。
(d) After the convex tool 9a is fitted into the cylindrical part of the rotating part 9b, the water stop material 10 attached around the joint surface comes into contact with the other box, and then the water stop material 10 necessary for water stop is applied to the water stop material. Since the convex tool is fitted along the rotating cylindrical portion by the amount of deformation, the shear deformation of the water stop material can be significantly reduced, and the water stop property of the water stop material is improved.

もし回置を円錐部だけにすると、止水材の剪断変形は上
記に比べて大きくなる。
If only the conical portion is rotated, the shear deformation of the water stop material will be larger than that described above.

(e) 嵌合装置そのものは、鋼製又はコンクリート
等で高精度に製作が可能である。
(e) The fitting device itself can be manufactured with high precision from steel or concrete.

特に、工場において事前に嵌合装置を製作する場合には
、各接合ユニットの製作後にその製作誤差を調整して取
付けられるので、接合誤差を更に小さくできる。
Particularly, when the fitting device is manufactured in advance at a factory, the manufacturing error can be adjusted and installed after each joining unit is manufactured, so that the joining error can be further reduced.

このことは面的拡がりを必要とする複列接合の接合精度
を高めるに有効である。
This is effective in increasing the joining accuracy of double-row joints that require surface expansion.

なお、嵌合装置は浮函体の成形時に浮函体と一体に成形
することもできる。
In addition, the fitting device can also be molded integrally with the floating box when the floating box is molded.

(f) 嵌合装置の数は、2個が最適であり、取付位
置は水面より上で、左右になるべ(離して設置した方が
よい。
(f) The optimal number of fitting devices is two, and the mounting positions should be above the water surface and on the left and right sides (it is better to install them apart).

(g) 嵌合装置を仮固定時、又は接合完了後に互い
に固定することにより、接合部の剪断キーとしての構造
にできる。
(g) By fixing the fitting devices to each other during temporary fixation or after completion of bonding, a structure can be created as a shear key for the bonded portion.

具体的固定方法としては、溶接したり、嵌合装置の隙間
に接着剤、モルタル等結合材を注入することによって行
なわれる。
Specific fixing methods include welding or injecting a bonding material such as adhesive or mortar into the gap between the fitting devices.

次にこの発明になる浮函体の洋上接合方法を、手順に従
って説明する(第1図乃至第5図参照)。
Next, the method for joining floating bodies at sea according to the present invention will be explained according to the procedure (see FIGS. 1 to 5).

(7)個々に係留された浮函体のレベル及び接合面中心
位置等の調整を実施したのち、牽引装置4を用いて空気
式緩衝材11内の空気圧を減圧しながら両浮函体1,2
を引寄せる。
(7) After adjusting the level of each moored floating box and the center position of the joint surface, both floating boxes 1, 2
attract.

この場合、浮函体1に設置しである凸具9aの円柱形部
分を浮函体2の回置9bの円錐形部分に入るように牽引
装置4を操作して誘導する。
In this case, the traction device 4 is operated to guide the cylindrical part of the protrusion 9a installed on the floating box 1 into the conical part of the rotation 9b of the floating box 2.

浮函体1の円柱形部分が浮函体2の円錐形部分に入った
後、更に両浮函体を引寄せると、浮函体1の円柱形部分
は浮函体2の円錐形部分のテーパ面を滑動して回置9b
の円筒形部分に嵌合する。
After the cylindrical part of floating box 1 enters the conical part of floating box 2, when both floating boxes are further pulled together, the cylindrical part of floating box 1 enters the conical part of floating box 2. Rotate by sliding on the tapered surface 9b
Fits into the cylindrical part of.

このとき空気式緩衝材11は、波浪による浮函体の動揺
によって生ずる衝突力を吸収したり、浮函体相互の動揺
を拘束し、嵌合装置の嵌合を容易にする。
At this time, the pneumatic buffer material 11 absorbs the collision force caused by the movement of the floating boxes due to waves, restrains the mutual movement of the floating boxes, and facilitates the fitting of the fitting devices.

(イ)両浮函体の引寄せを完了する寸前に、空気式緩衝
材11内の残在空気を抜き、また、接合面下側止水材の
止水効果を高めるために浮函体端部にカウンターウェイ
ト13又は水バラスト13aを負荷し、両浮函体の引寄
せを実質的に完了して接合面外周の止水材10を圧着さ
せる。
(b) Just before completing the pulling of both floating boxes, the remaining air in the pneumatic cushioning material 11 is removed, and in order to enhance the water-stopping effect of the water-stopping material on the lower side of the joint surface, A counterweight 13 or water ballast 13a is applied to the floating box to substantially complete the drawing of both floating bodies, and the water stop material 10 on the outer periphery of the joint surface is crimped.

(つ)接合面の止水材圧着後、接合面の目地部7の空間
に滞水した海水を排水し、更にこの空間の空気を抜いて
減圧し、止水材の圧着力を増加させて止水性を更に完全
なものとする。
(1) After crimping the water stop material on the joint surfaces, drain the seawater that has accumulated in the space of the joint 7 on the joint surfaces, and further remove the air from this space to reduce the pressure and increase the crimping force of the water stop material. To further perfect water-tightness.

に)止水材の止水性を確認したのち、両浮函体接合用の
PC鋼材6を浮函体内側から接合面を貫通して設置し、
ジヤツキ12を浮函体内側から操作して両浮函体接合面
の位置、傾き、間隔等の微調整を行なったのち、PC鋼
材6を仮緊張して両浮函体を仮固定する。
2) After confirming the water-stopping properties of the water-stopping material, install the PC steel material 6 for joining both floating boxes by penetrating the joint surface from the inside of the floating box,
After finely adjusting the position, inclination, spacing, etc. of the joint surfaces of both floating boxes by operating the jack 12 from inside the floating box, the PC steel material 6 is temporarily tensioned to temporarily fix both floating boxes.

(3)両浮函体を仮固定後、接合面目地部に特殊結合材
8を充填し、その硬化後、PC鋼材6を本緊張及びグラ
ウト注入を実施して両浮函体を完全に接合する。
(3) After temporarily fixing both floating boxes, fill the joints of the joint surfaces with special bonding material 8, and after it hardens, perform main tensioning of PC steel material 6 and injection of grout to completely join both floating boxes. do.

以上の説明から明らかなように、この発明によれば、浮
函体の洋上接合に際し、両浮函体の接合面間に可変空気
圧の空気緩衝材を介在させて、波浪による浮函体の動揺
によって生ずる浮函体同士の衝突力を吸収し、且つ両浮
函体相互の動揺変位量を拘束することができる。
As is clear from the above description, according to the present invention, when joining floating boxes at sea, an air cushioning material with a variable air pressure is interposed between the joint surfaces of both floating boxes to prevent the floating boxes from shaking due to waves. It is possible to absorb the collision force between the floating boxes caused by this, and to restrain the amount of oscillation displacement between the floating boxes.

更に、円錐形部分と円柱形部分とが続く嵌合装置を併用
すれば、案内機能と、位置精度と、剪断キーの機能とが
得られ、理想的の工法を行なうことができる。
Furthermore, if a fitting device in which a conical part and a cylindrical part are successively used is used together, a guiding function, positional accuracy, and shearing key function can be obtained, and an ideal construction method can be performed.

【図面の簡単な説明】 第1図は浮函体接合時の平面図、第2図は第1図の側面
図、第3図は第2図の斜視図、第4図は浮函体の端面図
、第5図は接合浮函体の平面図、第6図乃至第10図は
空気式緩衝材の実施例を示す斜視図、第11図は空気式
緩衝材の形状による反力特性曲線図、第12図は同内圧
による反力特性曲線図、第13図及び第14図は空気式
緩衝材の応用例を示す斜視図、第15図は嵌合装置の縦
断面図、第16図及び第17図は嵌合装置の配置例を示
す浮函体の端面図、第18図は接合部の縦断面図である
。 図中、1,2は浮函体、5は接合面、9は嵌合装置、9
aは凸具、9bは回置、11は空気式緩衝材、14は円
錐形基部、15は円柱形先部である。
[Brief explanation of the drawings] Fig. 1 is a plan view of the floating box when it is joined, Fig. 2 is a side view of Fig. 1, Fig. 3 is a perspective view of Fig. 2, and Fig. 4 is a plan view of the floating box. An end view, FIG. 5 is a plan view of the bonded floating box, FIGS. 6 to 10 are perspective views showing examples of the pneumatic shock absorbing material, and FIG. 11 is a reaction force characteristic curve depending on the shape of the pneumatic shock absorbing material. Figure 12 is a reaction force characteristic curve due to the same internal pressure, Figures 13 and 14 are perspective views showing an example of application of the pneumatic cushioning material, Figure 15 is a longitudinal sectional view of the fitting device, and Figure 16. 17 is an end view of the floating box showing an example of the arrangement of the fitting device, and FIG. 18 is a longitudinal sectional view of the joint. In the figure, 1 and 2 are floating boxes, 5 is a joint surface, 9 is a fitting device, 9
11 is a pneumatic buffer, 14 is a conical base, and 15 is a cylindrical tip.

Claims (1)

【特許請求の範囲】 1 浮函体の洋上接合に際し、両浮函体の接合面間に、
可変圧空気を内蔵した空気式緩衝材を前記接合面間で挟
むように介在させ、前記空気式緩衝材内の空気圧を減圧
しなから両浮函体同士を引寄せて、対向する両接合面を
面合せしながら次第に近接させ、以って両浮函体を接合
することを特徴とする浮函体の洋上接合方法。 2 浮函体の洋上接合に際し、両浮函体の接合面間に、
可変圧空気を内蔵した空気式緩衝材を前記接合面間で挟
むように介在させ、前記空気式緩衝材内の空気圧を減圧
しなから両浮函体同士を引寄せて、対向する両接合面を
面合せしながら次第に近接させるとともに、一方の接合
面に配されて円柱形の先部に円錐形の基部が続く形状を
有する凸具と、他方の接合面に配されて前記凸具と反対
の形状を有して前記凸具と嵌合可能に構成され且つ前記
凸具と組んで一組の嵌合装置を構成する回置とを嵌合さ
せ、これにより両接合面を所定の相対位置に案内してこ
れを位置決めしつつ両浮函体を接合することを特徴とす
る浮函体の洋上接合方法。
[Claims] 1. When joining floating boxes at sea, between the joining surfaces of both floating boxes,
A pneumatic cushioning material containing variable pressure air is interposed between the joint surfaces, and the two floating bodies are pulled together without reducing the air pressure in the pneumatic cushioning material, and the two opposing joint surfaces are brought together. A method for joining floating boxes at sea, characterized by joining both floating boxes by gradually bringing them closer together while facing each other. 2. When joining floating boxes at sea, between the joining surfaces of both floating boxes,
A pneumatic cushioning material containing variable pressure air is interposed between the joint surfaces, and the two floating bodies are pulled together without reducing the air pressure in the pneumatic cushioning material, and the two opposing joint surfaces are brought together. a convex tool disposed on one joint surface and having a shape with a conical base continuing from a cylindrical tip, and a convex tool disposed on the other joint surface and opposite to the convex tool. , and is configured to be able to fit with the protrusion, and is assembled with the protrusion to form a pair of fitting devices, whereby both joint surfaces are brought into a predetermined relative position. A method for joining floating boxes at sea, characterized by joining both floating boxes while guiding and positioning the floating boxes.
JP54050022A 1979-04-23 1979-04-23 Floating box joining method at sea Expired JPS5852872B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP54050022A JPS5852872B2 (en) 1979-04-23 1979-04-23 Floating box joining method at sea

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP54050022A JPS5852872B2 (en) 1979-04-23 1979-04-23 Floating box joining method at sea

Publications (2)

Publication Number Publication Date
JPS55145090A JPS55145090A (en) 1980-11-12
JPS5852872B2 true JPS5852872B2 (en) 1983-11-25

Family

ID=12847366

Family Applications (1)

Application Number Title Priority Date Filing Date
JP54050022A Expired JPS5852872B2 (en) 1979-04-23 1979-04-23 Floating box joining method at sea

Country Status (1)

Country Link
JP (1) JPS5852872B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6175601U (en) * 1984-10-23 1986-05-21

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100777236B1 (en) * 2001-12-22 2007-11-19 주식회사 포스코 Floating type breakwater
KR101634683B1 (en) * 2015-10-02 2016-06-29 주식회사 아이랜드 Pontoon for floating offshore structures
ES2689377B2 (en) * 2017-05-10 2019-06-04 Acs Servicios Comunicaciones Y Energia S L SYSTEM OF UNION BETWEEN MODULES OF FLOATING CONCRETE STRUCTURES AND UNION PROCEDURE BETWEEN MODULES OF FLOATING CONCRETE STRUCTURES
NO345826B1 (en) * 2019-09-16 2021-08-23 Pontemar As Floating bridge construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6175601U (en) * 1984-10-23 1986-05-21

Also Published As

Publication number Publication date
JPS55145090A (en) 1980-11-12

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