JPS59185228A - Joining of curved concrete material - Google Patents

Joining of curved concrete material

Info

Publication number
JPS59185228A
JPS59185228A JP5743583A JP5743583A JPS59185228A JP S59185228 A JPS59185228 A JP S59185228A JP 5743583 A JP5743583 A JP 5743583A JP 5743583 A JP5743583 A JP 5743583A JP S59185228 A JPS59185228 A JP S59185228A
Authority
JP
Japan
Prior art keywords
concrete
curved
joining
peripheral wall
bodies
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
JP5743583A
Other languages
Japanese (ja)
Inventor
Toshio Sakai
利夫 酒井
Masaru Mokunaka
杢中 勝
Chiaki Kishida
岸田 千秋
Takao Kuragaki
倉垣 孝夫
Kiyoshi Inoue
清 井上
Takao Yamamoto
隆夫 山本
Masakatsu Matsuishi
松石 正克
Setsuo Iwata
節雄 岩田
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.)
Hitachi Zosen Corp
Original Assignee
Hitachi Zosen 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 Hitachi Zosen Corp filed Critical Hitachi Zosen Corp
Priority to JP5743583A priority Critical patent/JPS59185228A/en
Publication of JPS59185228A publication Critical patent/JPS59185228A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D23/00Caissons; Construction or placing of caissons
    • E02D23/02Caissons able to be floated on water and to be lowered into water in situ

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)

Abstract

PURPOSE:To easily and exactly join an internal structural part and a curved material by fixing at least one wall with the end of the internal structural part by thrusting metal bars through a sheath. CONSTITUTION:In joining the end of two curved concrete materials 8 with both sides of the ends of internal concrete structural parts 5 and 6, a concrete wall 9 is formed in advance on the ends of the curved materials 8 for surrounding, and the walls 9 of the two curved materials 8 are fixed by thrusting metal bars 15 through sheaths 10. At least one wall 9 and the ends of the internal structural parts 5 and 6 are fixed together by thrusting metal bars 18 through a sheath (not illustrated). The internal structural parts 5 and 6 can thus be joined with the curved materials 8 easily and exactly.

Description

【発明の詳細な説明】 この発明は、コンクリート製曲面体の接合方法、さらに
詳しくは、コンクリート材の端部両側に2つのコンクリ
ート製曲面体の端部を接合する方法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for joining curved concrete bodies, and more particularly to a method for joining the ends of two curved concrete bodies on both sides of the ends of a concrete material.

最近、水海における油田開発や採油などのために、コン
クリート製ケーソンを用いた水海構造物が開発されてい
る。コンクリート製の水海構造物は、鋼製のものに比べ
て、コストが安く、防食性、耐久性が優れているが、重
量が大きく、したがって軽荷吃水も大きくなる。水海構
造物は、浮体式のものはもちろん、着底式のものであっ
ても、製造場所のドックから据伺場所まで海面に浮かべ
て曳航されることが多く、ドックからの引出しおよび据
付場所への引込みを考えれば、その軽荷吃水をある程度
小さくする必要がある。しかしながら、コンクリート製
の水海構造物の場合、大重量で軽荷吃水が大きいため、
ドックからの引出しおよび据付場所への引込みが不可能
なことがある。これに対し、鋼製の氷海構造物は、コン
クリート製のものに比べて、軽量で軽荷吃水が小さくな
るが、コストが高く、防食性、耐久性が劣る。
Recently, water sea structures using concrete caissons have been developed for oil field development and oil extraction in water seas. Concrete water-sea structures are lower in cost, have better corrosion resistance, and are more durable than steel structures, but they are heavier and therefore have greater light load shedding. Aquatic structures, whether they are floating or bottom-mounted, are often floated on the sea surface and towed from the dock at the manufacturing site to the installation site. Considering the draw-in to the area, it is necessary to reduce the amount of light cargo intake to a certain extent. However, in the case of concrete water-sea structures, the weight is large and the light load is large, so
It may not be possible to pull it out of the dock and into the installation location. On the other hand, ice structures made of steel are lighter and less prone to water leakage than those made of concrete, but are higher in cost and inferior in corrosion resistance and durability.

そこで、本出願人は、上記の問題を解決し、コストが安
く、防食性、耐久性が優れ、かつ軽荷吃水を小さくしう
るという条件を同時に満ずことを目的として、水圧およ
び水圧を受ける下側部分がコンクリートで作られ、上側
残部が鋼で作られており、下側部分の底板が上方に彎曲
した略円筒面または略球面を有する複数の曲面体を組合
わせることによって構成されていることを特徴とする氷
海構造物を提案した。このような氷海構造物は大型のも
のが多く、そのコンクリート製底板を一体に成形するこ
とは困難であるから、別個に成形した複数のコンクリー
ト製曲面体を接合して底板を構成することになるが、コ
ンクリート製曲面体の接合は一般に困難で問題が多い。
Therefore, the present applicant has solved the above-mentioned problems, and aims to simultaneously satisfy the following conditions: low cost, excellent corrosion resistance, durability, and the ability to reduce water droplets during light loads. The lower part is made of concrete, the upper part is made of steel, and the bottom plate of the lower part is constructed by combining multiple curved bodies each having an upwardly curved substantially cylindrical or substantially spherical surface. We proposed an ice-ocean structure characterized by: Many of these ice-water structures are large, and it is difficult to mold the concrete bottom plate into one piece, so the bottom plate is constructed by joining multiple curved concrete bodies that have been formed separately. However, joining curved concrete bodies is generally difficult and fraught with problems.

この発明の目的は、コンクリート材の端部両側に2つの
コンクリート製曲面体の端部を容易にかつ確実に接合で
きる合理的な接合方法を提供することにある。
An object of the present invention is to provide a rational joining method that can easily and reliably join the ends of two curved concrete bodies to both ends of a concrete material.

この発明による接合方法は、コンクリート材の端部両側
に2つのコンクリート製曲面体の端部を接合するに際し
、曲面体の端部にこれを囲むコンクリートの周壁を形成
しておき、2つの曲面体の周壁同志を金属棒をさし通し
て固定するとともに、少なくともいずれか一方の周壁と
コンクリート材の端部を金属棒をさし通して固定するこ
とを特徴とするものである。
In the joining method according to the present invention, when joining the ends of two concrete curved bodies on both sides of the ends of concrete materials, a concrete peripheral wall is formed at the end of the curved bodies to surround the two curved bodies. The peripheral walls of the concrete are fixed by passing a metal rod through them, and at least one of the peripheral walls and the end of the concrete material is fixed by passing a metal rod through them.

この発明によれば、2つの曲面体の周壁同志を金属棒を
さし通して固定するとともに、少なくともいずれか一方
の周壁とコンクリート材の端部を金属棒をさし通して固
定するだけで、コンクリート材と曲面体を容易にかつ確
実に接合することができる。したがって、複数のコンク
リート製曲面体を組合わせた構造物を建造するような場
合でも、複数の曲面体とコンクリート材を別個に作って
おいて、これらをこの発明の方法で接合することにより
、容易に構造物の建造ができる。
According to this invention, by simply fixing the circumferential walls of two curved bodies by passing a metal rod through them, and fixing at least one of the circumferential walls and the end of the concrete material by passing a metal rod through them, Concrete material and curved body can be easily and reliably joined. Therefore, even when constructing a structure that combines a plurality of concrete curved bodies, it is easy to make the plurality of curved bodies and concrete material separately and join them using the method of the present invention. You can build structures on.

以下図面を参照してこの発明の詳細な説明する。The present invention will be described in detail below with reference to the drawings.

第1図および第2図は直方体の着底式水海構造物を示し
ており、この構造物は、海面上方に突出すように海底(
1)に置かれて水圧および水圧を受けるコンクリート製
下部構造体(2)と、この上に接合された鋼製上部構造
体(3)とからなる。
Figures 1 and 2 show a rectangular parallelepiped bottom-mounted aquatic structure.
It consists of a concrete lower structure (2) that is placed on the ground (1) and receives water pressure and water pressure, and a steel upper structure (3) that is bonded thereon.

下部構造体(2)の垂直外側板(4)および垂直内部構
造部材(5’)  (6)  (以下内構材と底板(7
)は、第3図に詳細に示されて9ように、上方に彎曲し
た円筒叩を有する複数のコンクリート製曲面体(8)を
接合することによって構成されている。曲面体(8)は
、横に水平においた円筒の上部を軸線と直交する2つの
垂直面と軸線の両側の2つの対称な垂直面とで切断した
形にコンクリートで形成されており、その平面形状は正
方形である。そして、曲面体(8)の円周方向の両端面
は直線状の垂直な平面であり、軸線方向の両端面は上方
に彎曲した円弧状の垂直な平面となっている。曲面体(
8)の端部にこれを囲む垂直なコンクリートの周壁(9
)が形成されており、周壁(9)にはこれを貫通する複
数の水平なシース(10)が打込まれている。周壁(9
)の幅は比較的広く、その上下両面は水平に形成されて
いる。一部の周壁(9)の外側面および上面に凹所(1
1)  (12>が形成され、図示は省略したが、周壁
(9)には外側面9凹所(11)から上面の凹所(12
)に扱ける複数のシースが斜めに打込まれている。また
、一部の周壁(9)の外側面には、凹所(11)に対応
して、一部分が外方に若干突出した複数の鋼材(13)
が埋込まれている。一方、下部構造体(2)の内構材(
5)(6)の上端部両側面に横断面三角形の外方突出部
(14)が形成され、水平に形成された内構材(−5>
(6)の下面の幅は他の部分より広くなっている。そし
て、一方の突出部(14)の下面に、曲面体(8)の周
壁(9)上面の凹所(12)に対応する凸部(17)が
形成されている。2つの曲面体(8)が、周壁(9)同
志が接触するように横に並べて配置され、一方の周壁(
9)のf[,4(13)が他方の周壁(9)の凹所(1
1)にはまっている。複数のPC鋼棒(金属棒)(15
)が、これら2つの周壁(9)のシース(10)にさし
通され、これの両端部にねじはめられたナツト(16)
によって緊張状態に固定されている。そして、これによ
り、2つの曲面体(8)の周壁(9)同志が強固に接合
されている。また、このように接合された2つの曲面体
(8)の周壁(9)の上面に内構材(5)(6)の下端
部がのせられ、内構材(5)(6)の凸部(17)と周
壁(9)の凹所(12)とが互いにはまり合っている。
The vertical outer plate (4) and vertical internal structural members (5') (6) of the lower structure (2) (hereinafter referred to as internal structural members and bottom plate (7)
) is constructed by joining together a plurality of concrete curved bodies (8) each having an upwardly curved cylindrical groove, as shown in detail in FIG. 3 (9). The curved body (8) is made of concrete and has a shape obtained by cutting the upper part of a horizontal cylinder by two vertical planes perpendicular to the axis and two symmetrical vertical planes on both sides of the axis. The shape is square. Both end faces of the curved surface body (8) in the circumferential direction are linear vertical planes, and both end faces in the axial direction are upwardly curved arcuate vertical planes. Curved surface (
At the end of 8) there is a vertical concrete wall surrounding it (9).
) is formed, and a plurality of horizontal sheaths (10) are driven into the peripheral wall (9) passing through it. Peripheral wall (9
) is relatively wide, and its upper and lower surfaces are horizontal. A recess (1
1) (12> is formed, and although not shown in the figure, the peripheral wall (9) has a recess (12) from the outer surface 9 recess (11) to the upper surface recess (12).
) Multiple sheaths that can be handled are driven diagonally. In addition, on the outer surface of some of the peripheral walls (9), there are a plurality of steel members (13), some of which protrude slightly outward, corresponding to the recesses (11).
is embedded. On the other hand, the inner structure material (
5) Outward protrusions (14) with a triangular cross section are formed on both sides of the upper end of (6), and the inner structure member (-5>) is formed horizontally.
(6) The width of the lower surface is wider than the other parts. A convex portion (17) corresponding to the recess (12) on the upper surface of the peripheral wall (9) of the curved body (8) is formed on the lower surface of one of the protruding portions (14). Two curved bodies (8) are arranged side by side so that the peripheral walls (9) are in contact with each other, and one of the peripheral walls (
f [, 4 (13) of 9) is the recess (1
I am addicted to 1). Multiple PC steel bars (metal bars) (15
) is passed through the sheath (10) of these two peripheral walls (9), and nuts (16) are screwed onto both ends thereof.
is held in tension by As a result, the peripheral walls (9) of the two curved bodies (8) are firmly joined together. In addition, the lower ends of the internal structural members (5) and (6) are placed on the upper surface of the peripheral wall (9) of the two curved bodies (8) joined in this way, and the convex portions of the internal structural members (5) and (6) are placed. The part (17) and the recess (12) of the peripheral wall (9) fit into each other.

そして、一方の周壁(9)の外側面の凹所(11)がら
シースおよび内構材(5)(6)の突出部(14)に斜
めにさし通されたPC鋼棒(金属棒)(18)とその両
端部にねじはめられたナツト(19)により、この周壁
(9)と内構材(5)(6)が強固に接合されている。
A PC steel rod (metal rod) is inserted diagonally through the recess (11) on the outer surface of one peripheral wall (9) and into the protrusion (14) of the sheath and inner structural members (5) and (6). (18) and nuts (19) screwed into both ends thereof, the peripheral wall (9) and the internal structural members (5) and (6) are firmly joined.

なお、周壁(9)外側面の凹所(11)の内部には、接
合後にコンクリート(20)が充填されている。
Note that the inside of the recess (11) on the outer surface of the peripheral wall (9) is filled with concrete (20) after joining.

下部構造体(2)は、たとえば次のようにして建造され
る。
The lower structure (2) is constructed, for example, as follows.

まず、複数のコンクリート製曲面体(8)を別個に成形
し、成形時にその周壁(9)の内部に複数のシース(1
0)を打込んでおく。これと同時に、下部構造体く2)
の他の部分すなわち外側板(4)および内構材(5)(
6)を適当な大きさのブロックに分割して成形しておく
First, a plurality of concrete curved bodies (8) are molded separately, and a plurality of sheaths (1) are placed inside the peripheral wall (9) during molding.
0). At the same time, lower structure 2)
other parts, namely the outer plate (4) and the inner structural member (5) (
Divide 6) into blocks of appropriate size and mold.

そして、複数の曲面体(8)同志を接合することによっ
て下部構造体(2)の底板(7)を組立てる。この場合
、まずPC鋼棒(18)を一方の曲面体(8)の周壁(
9〉外側面の凹所(11)からシースを通して斜め上方
に突出させておき、この凹所(11)に他方の曲面体(
8)の鋼材(13)がはまるようにこれらの周壁(9)
同志を接触させ、PC鋼棒(15)をこれらの周壁(9
)のシース(10)にさし通し、その両端部のナツト(
16)を締上げて周壁(9)同志を固定し、最後に周壁
(9)の凹所(11)内にコンクリート(20)を充填
する。このようにして下部構造体く2)の底板(7)を
組立てたならば、下部構造体(2)の他の部分を構成す
る複数のの上にのせて接合するゞブロック同志を接合す
ることにより、下部構造体(2)全体を組立てる。
Then, the bottom plate (7) of the lower structure (2) is assembled by joining the plurality of curved bodies (8) together. In this case, first the PC steel rod (18) is attached to the peripheral wall (
9> The sheath is passed through the recess (11) on the outer surface and projects obliquely upward, and the other curved body (
These peripheral walls (9) so that the steel members (13) of 8) fit into them.
Bring the PC steel rods (15) into contact with these peripheral walls (9
) through the sheath (10), and then tighten the nuts (
16) to fix the peripheral wall (9) together, and finally the recess (11) of the peripheral wall (9) is filled with concrete (20). Once the bottom plate (7) of the lower structure (2) is assembled in this way, the blocks that are to be placed on top of the other parts of the lower structure (2) and joined together are assembled. Assemble the entire lower structure (2).

たとえば、内構材(5)の下端部を互いに接合された2
つの曲面体(8)の周壁(9)の上に接合する場合、ま
ず、内構材(5)をこれらの周壁(9)の上面にのせて
その凸部(17)を周壁(9)の凹所(12)にはめ入
れる。このとき、内構材(5)の突出部(14)には、
周壁(9)上面から斜め上方に突出したPC鋼棒(18
)が通る比較的大きい穴をあけておき、この穴にPC鋼
棒(18)をさし通して内構材(5)を周壁(9)上面
にのせたのち、この穴をコンクリートによって埋める。
For example, the lower end of the inner structural member (5) is connected to two
When joining the two curved bodies (8) on the peripheral walls (9), first place the inner structural material (5) on the upper surface of these peripheral walls (9) and place the convex part (17) on the peripheral wall (9). Fit it into the recess (12). At this time, the protrusion (14) of the inner structural member (5) has
A PC steel rod (18
) is passed through, a PC steel rod (18) is inserted into this hole, the inner structure material (5) is placed on the top surface of the peripheral wall (9), and then the hole is filled with concrete.

そして、最後に、PC鋼棒(18)のナツト(19)を
締上げて内構材(5)を周壁(9)に固定する。伯の内
構材(6)についても同様である。また、下部構造体(
2)の外側板(4)の下端部は、上記とほぼ同様の方法
また他の適宜な方法により、底板(7)の周囲にある曲
面体(8)の周壁(9)に接合する。
Finally, the nuts (19) of the PC steel rods (18) are tightened to fix the inner structural member (5) to the peripheral wall (9). The same applies to Hakuunouchi structural materials (6). In addition, the lower structure (
The lower end of the outer plate (4) of 2) is joined to the peripheral wall (9) of the curved body (8) around the bottom plate (7) by substantially the same method as above or any other suitable method.

下部構造体(2)の底板(7)は、上方に彎曲した球面
または他の曲面を有する複数のコンクリート製曲面体を
接合することによって構成されてもよい。
The bottom plate (7) of the lower structure (2) may be constructed by joining a plurality of concrete curved bodies having upwardly curved spherical or other curved surfaces.

上記の接合方法は、次のような利点を有する。The above bonding method has the following advantages.

すなわち、2つの曲面体(8)の周壁(9)にPC鋼棒
(15)をさし通してナツト(16)によりこれらを固
定とともに、周壁(9)とその上にのせた内構材(5)
(6)の突出部(14)にPC鋼棒(18)をさし通し
てナツト(19)によりこれらを固定するだけで、内構
材(5>(6)と曲面体(8)を容易kかつ確実に接合
することができる。したがって、底板(7)を構成する
複数の曲面体(8)と外側板(4)および内構材(5)
<6)を構成するブロックとを別個につくっておいて、
これら′を上記の方法で接合することにより、容易に下
部構造体(2)の建造ができる。
That is, the PC steel rods (15) are inserted through the peripheral walls (9) of the two curved bodies (8) and fixed with nuts (16), and the peripheral walls (9) and the internal structural members ( 5)
By simply inserting the PC steel rod (18) into the protrusion (14) of (6) and fixing them with the nut (19), the inner structural members (5> (6) and curved body (8) can be easily assembled. Therefore, the plurality of curved bodies (8) constituting the bottom plate (7), the outer plate (4), and the inner structural member (5) can be joined together securely and reliably.
Create the blocks that make up <6) separately,
By joining these parts by the above method, the lower structure (2) can be easily constructed.

上部構造体(3)の頂板(30)、垂直外側板(31)
および垂直内構材(32)は全て軟鋼で作られている。
Top plate (30) of upper structure (3), vertical outer plate (31)
and the vertical internal structural members (32) are all made of mild steel.

そして、上部構造体(3)の外側板(31)下端全周お
よび内構材(32)の下端が、それぞれ、適宜な手段に
より、下部構造体(2)の外側板(4)上端全周および
内構材(5)の上端に接合されている(。
Then, the entire lower end of the outer plate (31) of the upper structure (3) and the lower end of the inner structural member (32) are connected to the upper end of the outer plate (4) of the lower structure (2) by appropriate means. and is joined to the upper end of the internal structural member (5).

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

図面はこの発明の実施例を示し、第1図は着底式水海構
造物の部分切欠き平面図、第2図は第1図II−I[線
の断面図、第3図は第2図の要部拡大図である。 (5,)(’6)・・・コンクリート製内部構造部材、
(8)・・・コンクリート製曲面体、(9)・・・周壁
、(15)  (18)・・・PC鋼棒(金属棒)。 以  上 外4名 第1頁の続き 0発 明 者 松石正克 大阪市西区江戸堀1丁目6番14 号日立造船株式会社内 0発 明 者 岩田筒錐 大阪市西区江戸堀1丁目6番14 号日立造船株式会社内
The drawings show an embodiment of the present invention, and FIG. 1 is a partially cutaway plan view of a bottom-mounted underwater structure, FIG. 2 is a sectional view taken along line II-I in FIG. 1, and FIG. It is an enlarged view of the main part of the figure. (5,) ('6)... Concrete internal structural members,
(8) Concrete curved body, (9) Peripheral wall, (15) (18) PC steel rod (metal rod). Continued from page 1 by 4 other people 0 Author: Masakatsu Matsuishi Hitachi Zosen Corporation, 1-6-14 Edobori, Nishi-ku, Osaka 0 Author: Tsutsumi Iwata Hitachi, Ltd., 1-6-14 Edobori, Nishi-ku, Osaka Within Shipbuilding Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] コンクリート材の端部両側に2つのコンクリート製曲面
体の端部を接合するに際し、曲面体の端部にこれを囲む
コンクリートの周壁を形成しておき、2つの曲面体の周
壁同志を金属棒をさし通して固定するとともに、少なく
ともいずれか一方の周壁とコンク・リート材の端部を金
属棒をさし通して固定することを特徴とするコンクリー
ト製曲面体の接合方法。
When joining the ends of two concrete curved bodies on both sides of the concrete material, a concrete peripheral wall surrounding the ends of the curved bodies is formed, and metal rods are used to connect the peripheral walls of the two curved bodies together. A method for joining a curved surface made of concrete, characterized by fixing the concrete material by passing it through it, and also fixing it by passing a metal rod through at least one of the peripheral walls and the end of the concrete material.
JP5743583A 1983-03-31 1983-03-31 Joining of curved concrete material Pending JPS59185228A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5743583A JPS59185228A (en) 1983-03-31 1983-03-31 Joining of curved concrete material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5743583A JPS59185228A (en) 1983-03-31 1983-03-31 Joining of curved concrete material

Publications (1)

Publication Number Publication Date
JPS59185228A true JPS59185228A (en) 1984-10-20

Family

ID=13055570

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5743583A Pending JPS59185228A (en) 1983-03-31 1983-03-31 Joining of curved concrete material

Country Status (1)

Country Link
JP (1) JPS59185228A (en)

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