JPS59179932A - Joining of curved concrete material body - Google Patents

Joining of curved concrete material body

Info

Publication number
JPS59179932A
JPS59179932A JP5743183A JP5743183A JPS59179932A JP S59179932 A JPS59179932 A JP S59179932A JP 5743183 A JP5743183 A JP 5743183A JP 5743183 A JP5743183 A JP 5743183A JP S59179932 A JPS59179932 A JP S59179932A
Authority
JP
Japan
Prior art keywords
concrete
curved
joining
materials
steel
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
JP5743183A
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 JP5743183A priority Critical patent/JPS59179932A/en
Publication of JPS59179932A publication Critical patent/JPS59179932A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To easily and exactly join the ends of concrete curved materials by a method in which the tips of steel connectors having curved end faces are welded to the end faces of concrete materials fixed with steel connectors at a right angle and burried in concrete for hiding. CONSTITUTION:Plural concrete curved materials 8 are formed while driving plural sheaths 9 inside, and connecting metals 14 are joined with the ends of the concrete materials 8. The lower ends of the vertical internal structural materials 5 and outside plates 4 are shaped into a horizontal and linear form and also burried with the upper half portion of linearly vertical steel joining plate metals 16. The tips of two connecting metals 14 of curved materials 8 are welded to both sides of the joining plate metals 16 of the internal structural materials 5 and concrete 19 is placed to bury the metals 14 and 16. The concrete curved materials 8 can thus be simply connected with the internal structural materials 5, and therefore, the lower structural body 2 can be easily constructed.

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(、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付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(=l場所への引込みが不
可能なことがある。これに対し、鋼製の水海構造物は、
コンクリート製のものに比べて、軽石で軽荷吃水が小さ
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 cheaper (and have better corrosion resistance and durability) than steel ones, but they are heavier and therefore have a larger light load. Water-sea structures are Whether it is a floating type or a bottom-mounted type, it is often towed floating on the sea surface from the dock at the manufacturing site to the installation site. , it is necessary to reduce the light load drop to some extent.However, in the case of concrete water-sea structures, the light load drop is large due to the large weight.
It may not be possible to pull it out from the dock and pull it into place. In contrast, steel water-sea structures
Compared to concrete, pumice reduces light load drainage, but it is more expensive and has poor corrosion resistance and durability.

ぞこて、本出願人は、上記の問題を解決し、コス1〜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すことを目的として、水圧お
よび水圧を受ける石側部分か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右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
水海構造物を提案した。このような水海構造物は大型の
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づ−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。
In order to solve the above-mentioned problems, the present applicant has developed a hydraulic system with the aim of simultaneously satisfying the following conditions: low cost, excellent corrosion resistance, and durability, and the ability to reduce water drop during light loads. A combination of multiple curved bodies in which the stone side part that receives water pressure is made of concrete, the upper part is made of steel, and the bottom plate of the lower part has an upwardly curved approximately cylindrical or approximately spherical surface. We proposed a water-sea structure characterized by being composed of. Many of these underwater structures are large, and it is difficult to form their concrete bottom plates into one piece, so the bottom plate is constructed by joining together multiple concrete curved 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H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づることにある。
An object of the present invention is to provide a rational joining method that can easily and reliably join the ends of two concrete curved bodies to both ends of concrete H.

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]ンクリー1〜製曲面体の端部を接合するに際
し、コンクリート材の端面に鋼板製接合金具をほぼ直角
に固定するとともに、各曲面体の端面に少なくとも2つ
の鋼板製接合金具をほぼ直角に固定しておき、各曲面体
の接合金具の先端をコンクリート材の接合金具の各面に
溶接し、これらの接合金具をコンクリートによって埋め
隠す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 surfaces on both sides of the concrete material, a steel plate joining fitting is fixed to the end surface of the concrete material at almost a right angle, and each curved surface is At least two steel plate joint fittings are fixed at almost right angles to the end faces of the body, the tips of the joint metal fittings of each curved surface are welded to each side of the concrete joint metal fittings, and these joint metal fittings are buried and concealed by concrete. It is characterized by this.

この発明によれば、コンクリート製曲面体の端面に固定
した接合金具の先端をコンクリ−1へ材の端面に固定し
た接合金具の片面に溶接するだけでこれらを容易にかつ
確iコに接合することができる。したがって、複数の−
1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, these can be easily and reliably joined by simply welding the tip of the joining fitting fixed to the end face of the concrete curved body to the concrete 1 to one side of the joining fitting fixed to the end face of the material. be able to. Therefore, multiple −
Even when constructing a structure that combines one curved surface made of concrete, the structure can be easily constructed by making multiple curved surfaces and concrete materials separately and joining them using the method of this invention. can be constructed.

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図は直方体の谷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1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−1〜
特製下構造体く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 valley-bottom water-sea structure, which protrudes above the sea surface (1).
Concrete placed in 1〉 and subjected to water pressure and water pressure - 1~
It consists of a special lower structure (2) and a steel upper structure (3) 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)(以下内構材という)は、全てプレ
ストレスコンクリート(以下PCという)で作られてお
り、底板(7)は、次のように、上方に彎曲した円筒面
を有づる複数のPC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、第3図に詳細に
示されているように、円筒を軸線と直交りる2つの平面
と軸線を通る2つの平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。また
、曲面体(8)の円周方向の両端面は斜め下向きの直線
状の平面であり、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。曲面体く8)には、こ
れを円周方向に貫通づる複数の円弧状シース(9)およ
びこれを軸線方向に貫通づる複数の直線状シース(図示
路)が打込まれている。曲面体(8)の円周方向の両端
面にこれとほぼ同じ大きさの直線状の鋼板(10)が当
てられており、複数の円弧状P([捧(11)が、円弧
状シース(9)とその両端の鋼板(10)にさし通され
、これの両端部にねじはめられたプッ1−(12)によ
って緊張状態に固定されている。
The vertical outer plate (4) and vertical internal structural members (5) and (6) (hereinafter referred to as internal structural members) of the lower structure (2) are all made of prestressed concrete (hereinafter referred to as PC), and the bottom plate ( 7) is constructed by joining together a plurality of PC curved bodies (8) each having an upwardly curved cylindrical surface. As shown in detail in FIG. 3, the curved body (8) is formed of concrete in the shape of a cylinder cut by two planes perpendicular to the axis and two planes passing through the axis, Its planar shape is a square. Further, both end surfaces of the curved surface body (8) in the circumferential direction are straight planes facing diagonally downward, and both end surfaces in the axial direction are vertical planes in the shape of an arc curved upward. A plurality of arc-shaped sheaths (9) passing through the curved body 8) in the circumferential direction and a plurality of straight sheaths (shown as shown) passing through the curved body 8) in the axial direction are driven into the curved body 8). Straight steel plates (10) of approximately the same size as the curved body (8) are applied to both end faces in the circumferential direction of the curved body (8). 9) and the steel plates (10) at both ends thereof, and is fixed under tension by pulleys 1-(12) screwed to both ends thereof.

また、曲面体(8〉の軸線方向の両端面にこれどほぼ同
じ大きさの円弧状の鋼板(13)が当てられており、図
示は省略したが、複数の直線状PC鋼棒が、直線状シー
スとその両端の鋼板(13)にさし通され、同様にナツ
トによって緊張状態に固定されている。これにより、曲
面体(8)とその4つの端面の鋼板(10)  (13
)とが圧縮状態に強固に接合されて、曲面体(8)にプ
レストレスが導入される。これらのシースく9)の中に
は、PC鋼棒(11)がさし通されたのらにグラウトが
充填されている。曲面体(8)の直線状の端面の鋼板(
10)の外面に、互いに平行な上下2枚の直線状鋼板製
接合金具(14)が直角に固定され、円弧状の端面の鋼
板(13)の外面に、互いに平行な上下2枚の円弧状鋼
板製接合金具(15)が直角に固定されている。上側の
直線状接合金具(14)と上側の円弧状接合金具(15
)とは曲面体(8)の隅部において連続し、下側の直線
状接合金具(14)と下側の円弧状接合金具(15)と
は曲面体(8)の隅部において連続している。また、全
ての接合金具(14)  (15)の外側先端は、平面
形状正方形の四角柱の側面上に位置している。一方、下
部構造体(2〉の縦方向の内構材(5)および外側板〈
4)の下端面は水平直線状に形成されており、これらの
下端部には、直線状の垂直な鋼板製接合金具(16)の
上半部が埋込まれ、各金具り16)の内構材(5)およ
び外側板く4)に埋込まれた部分の両面に多数のスタッ
ドジベル<17)が固着されている。。1t、:、下部
構造体(2)の横方向の内構材(6) 83よび外側板
(4)の下端面は曲面体(8)の円弧状の端面もこ対応
して上方に彎曲した円弧状に形成されており、これらの
下端部には、円弧状の垂直な鋼板製接合金具(18)の
上半部が同様に埋込まれている。そして、曲面体(8)
の直線状の端面の接合金具(14)の先端が縦方向の内
構材(5)J5よび外側板〈4)のト端の直線状の接合
金具(16〉の片面に、曲面体(8)の円弧状の端面の
接合金具(15)の先端が横方向の内構材(6)および
外側板(4)の下端の円弧状の接合金具(18)の片面
にそれぞれ溶接によって接合されている。また、内構材
(5)(6)および外側板〈4)の接合金具(16) 
 (18)と曲面体(8)の接合金具(+4)  (1
5)との接合部分には、溶接後にこれらを埋め隠すコン
クリ−1−(19)が打たれている。
In addition, arc-shaped steel plates (13) of approximately the same size are applied to both end faces in the axial direction of the curved body (8>), and although not shown, a plurality of straight PC steel bars are connected to each other in a straight line. It passes through the shaped sheath and the steel plates (13) at both ends, and is similarly fixed under tension with nuts.This allows the curved body (8) and the steel plates (10) (13) at its four ends to
) are firmly joined in a compressed state, and prestress is introduced into the curved body (8). These sheaths 9) are filled with grout through which PC steel rods (11) are inserted. Steel plate (
10), two parallel upper and lower linear steel plate joining fittings (14) are fixed at right angles to the outer surface of the steel plate (13), and two parallel upper and lower arc-shaped joint fittings (14) are fixed to the outer surface of the steel plate (13) having an arc-shaped end surface. A steel plate joint fitting (15) is fixed at right angles. The upper straight joint metal fitting (14) and the upper arcuate joint metal fitting (15)
) is continuous at the corner of the curved body (8), and the lower straight joint metal fitting (14) and the lower arcuate joint metal fitting (15) are continuous at the corner of the curved body (8). There is. Further, the outer tips of all the joining fittings (14) (15) are located on the side surface of a quadrangular prism having a square planar shape. On the other hand, the vertical inner structural member (5) and the outer plate of the lower structure (2)
4) The lower end surfaces are formed into horizontal straight lines, and the upper halves of straight vertical steel plate joint fittings (16) are embedded in these lower ends, and the inner parts of each fitting fitting 16) are embedded. A large number of stud dowels <17) are fixed to both sides of the part embedded in the structural member (5) and the outer plate 4). . 1t,: The lower end surfaces of the lateral inner structure member (6) 83 and the outer plate (4) of the lower structure (2) are curved upwardly in a circle corresponding to the arc-shaped end surface of the curved body (8). They are formed in an arc shape, and the upper half of a vertical arc-shaped joining fitting (18) made of a steel plate is similarly embedded in the lower end portion of these. And curved surface (8)
A curved body (8) is attached to one side of the inner structural member (5) J5 whose tip is the straight end of the joint (14) in the vertical direction, and the straight joint (16) at the end of the outer plate (4). ) are joined by welding to one side of the arc-shaped joint fittings (18) at the lower ends of the inner structural member (6) and the outer plate (4) in the lateral direction. In addition, the joining fittings (16) for the inner structural members (5) (6) and the outer panel (4)
(18) and curved body (8) joining metal fitting (+4) (1
5), concrete 1-(19) is poured to cover and hide these after welding.

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、成形時にその内部に複数の、シース(9)をI]込
んでおく。曲面体(8)のコンクリートが硬化したなら
ば、これらのシース(9)にPC鋼棒(11)をさし通
し、ナツト(12)により、PC鋼棒(11)の両端面
に鋼板(10)  (13)を固定するとともに、P 
C鋼棒(11)を緊張状態に紗上ばて曲面体(8〉にプ
レスト1ノスを導入する。そして、これらの鋼板(io
>  (13)の外面に、接合金具(+4)  (15
>を溶接によって固定しておく。これと同時に、−1・
部構造体(2)の仙の部分寸なわ15外側板(4) 6
3よび内構材(5)(6)を適当な大きさのフロックに
分割して成形し、成形時にこれらの下端面に接合金具(
16)  (18)を埋込んでおく。そして、順次、こ
れらの10ツクに曲面体(8〉を接合するとともにブロ
ック同志を接合づることにより、■τ部構造体(2)を
組立てる。たとえば、内構材(5)の上端部両側に2つ
の曲面体(8)の端部を接合する場合、まず内構材(5
)の接合金具(16)の片面に一方の曲面体(8)の2
つの接合金具(14)の先端を溶接し、次いで内構材(
5)の接合金具(16)の反対側の面に使方の曲面体(
8)の2つの接合金具(14)の先端を溶接し、最後に
」ツクリート(19)を(1つてこれらの接合金具(1
4)<16)を埋め隠1゜他の部分にお(プる接合もこ
れと同様である。なお、外側板(4)および内構材(5
)(6)の背が高いような場合には、これらを構成する
ブロックをさらに上下に分割し、下側の7 Clツクと
曲面体(8)を接合することによって下部構造体(2)
の底部を形成したのち、この上に上側のブ■]ツクを接
合することも可能である。
First, a plurality of concrete curved bodies (8) are molded separately, and a plurality of sheaths (9) are placed inside them at the time of molding. Once the concrete of the curved body (8) has hardened, insert the PC steel rod (11) through these sheaths (9), and attach the steel plates (10) to both end faces of the PC steel rod (11) using nuts (12). ) (13) and P
Put the C steel rod (11) under tension and introduce Presto 1 Nos. into the curved body (8). Then, these steel plates (io
> On the outer surface of (13), attach metal fittings (+4) (15
> is fixed by welding. At the same time, -1・
Sacred part of structure (2) Rope 15 Outer plate (4) 6
3 and internal structural members (5) and (6) are divided into flocks of appropriate size and molded, and joining metal fittings (
16) Embed (18). Then, by sequentially joining the curved surfaces (8) to these 10 blocks and joining the blocks together, the ■τ section structure (2) is assembled.For example, the When joining the ends of two curved bodies (8), first
2 of one curved surface body (8) on one side of the joint fitting (16) of ).
Weld the ends of the two joining fittings (14), and then weld the inner structural members (
5) On the opposite side of the joining fitting (16), attach the curved surface (
Weld the ends of the two joint fittings (14) in 8), and finally attach the two joint fittings (14) with the
4) < 16) is buried and hidden 1° (Pull to other parts) The same is true for joining. In addition, the outer plate (4) and the inner structural material (5)
) (6) is tall, the blocks constituting these are further divided into upper and lower parts, and the lower structure (2) is created by joining the lower 7 Cl block and the curved body (8).
It is also possible to form the bottom part and then bond the upper part on top of it.

下部構造体(2)の底板(7)は、第4図のような上方
に彎曲した球面を有する複数のPC製曲面体(20)を
接合することによって構成されてもよい。第4図の曲面
体く20)の4つの円弧状の端面ば、上記と同様に、下
部構造体(2)の内構l4(5)(6)および外側板(
4)のF端に接合されている。なお、第4図において、
第3図と同じものには同じ符号をイ」シている。
The bottom plate (7) of the lower structure (2) may be constructed by joining a plurality of PC curved bodies (20) each having an upwardly curved spherical surface as shown in FIG. The four arc-shaped end surfaces of the curved body 20) in FIG.
It is joined to the F end of 4). In addition, in Fig. 4,
Components that are the same as in Figure 3 are given the same symbols.

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

づなわら、PC鋼棒(11〉によって曲面体(8)にプ
レストレスを導入すると同時にその端面に接合金具(7
4)  (15)を固定することができ、しかもこれら
の接合金具(+4+  < 15)を内構材(5)(6
)および外側板(4)の下端の接合金具<16)  (
i、9)に溶接によって簡単に接合することができる。
At the same time, a prestress is introduced into the curved body (8) by the PC steel rod (11), and at the same time a joining metal fitting (7) is attached to the end surface.
4) (15) can be fixed, and these joint fittings (+4+ < 15) can be attached to internal structural members (5) (6).
) and the joining metal fittings at the lower end of the outer plate (4) <16) (
i, 9) can be easily joined by welding.

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1
0ツクとを別個につくっておいて、これらを上記の方法
で接合づることにより、容易に下部構造体く2〉の建造
ができる。
Therefore, a plurality of curved bodies (8) constituting the bottom plate (7>)
and 1 constituting the outer plate (4) and inner structural members (5) and (6).
The lower structure (2) can be easily constructed by separately making the 0 and 0 pieces and joining them together using the method described above.

上部構造体(3)の頂4Iii(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。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。
Top 4Iiii (30) of superstructure (3), vertical outer plate (
31) and vertical internal structural members (32) are all made of mild steel. 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 the drawing]

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■−■線の断
面図、第3図は第2図の要部拡大図、第4図は下部構造
体の底板を構成する曲面体の変形例を示す斜視図である
。 (5)(6)・・・PC製内部構造部材、く8)(20
)・・・PC製曲面体、(14)  (15)  (1
6)(18)・・・接合金具、(19)・・・コンクリ
ート。 以  上 外4名 第4図 20 を 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 岩田節雄 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, in which Fig. 1 is a partially cutaway plan view of a bottom-mounted underwater structure, Fig. 2 is a sectional view taken along the line ■-■ in Fig. 1, and Fig. 3 is Fig. 2 FIG. 4 is a perspective view showing a modified example of the curved body constituting the bottom plate of the lower structure. (5) (6)...PC internal structural members, 8) (20)
)...PC curved body, (14) (15) (1
6) (18)...Joining metal fittings, (19)...Concrete. 4 people other than the above Continued from page 1 Author: Masakatsu Matsuishi Hitachi Zosen Corporation, 1-6-14 Edobori, Nishi-ku, Osaka Author: Setsuo Iwata 1-6 Edobori, Nishi-ku, Osaka No. 14 Inside Hitachi Zosen Corporation

Claims (1)

【特許請求の範囲】[Claims] =」ンクリート材の端部両側に2つのコンクリ−1へ製
画面体の端部を接合するに際し、コンクリート材の端面
に鋼板製接合金具をほぼ直角に固定づるとともに、各曲
面体の端面に少なくとも2つの鋼板製接合金具をほぼ直
角に固定してd5さ、各曲面体の接合金具の先端をコン
クリート材の接合金具の各面に溶接し、これらの接合金
具をコンクリートによって埋め隠づ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 the screen body to the two concrete 1s on both sides of the concrete material, the steel plate joining fittings are fixed almost at right angles to the end faces of the concrete materials, and at least It is characterized by fixing two steel plate joining fittings at almost right angles and welding the ends of the joining fittings of each curved surface to each side of the concrete joining fittings, and hiding these joining fittings with concrete. A method for joining concrete curved bodies.
JP5743183A 1983-03-31 1983-03-31 Joining of curved concrete material body Pending JPS59179932A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5743183A JPS59179932A (en) 1983-03-31 1983-03-31 Joining of curved concrete material body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5743183A JPS59179932A (en) 1983-03-31 1983-03-31 Joining of curved concrete material body

Publications (1)

Publication Number Publication Date
JPS59179932A true JPS59179932A (en) 1984-10-12

Family

ID=13055464

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5743183A Pending JPS59179932A (en) 1983-03-31 1983-03-31 Joining of curved concrete material body

Country Status (1)

Country Link
JP (1) JPS59179932A (en)

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