JPS61216921A - Formation of panel point under water - Google Patents

Formation of panel point under water

Info

Publication number
JPS61216921A
JPS61216921A JP5807685A JP5807685A JPS61216921A JP S61216921 A JPS61216921 A JP S61216921A JP 5807685 A JP5807685 A JP 5807685A JP 5807685 A JP5807685 A JP 5807685A JP S61216921 A JPS61216921 A JP S61216921A
Authority
JP
Japan
Prior art keywords
support
strut
under water
outer tube
cement mortar
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.)
Granted
Application number
JP5807685A
Other languages
Japanese (ja)
Other versions
JPH037762B2 (en
Inventor
Motoo Nei
根井 基雄
Yukiharu Muraki
村木 幸春
Katsuhisa Abe
勝久 阿部
Shigeki Namihana
浪花 成樹
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.)
JFE Steel Corp
Fudo Tetra Corp
Original Assignee
Fudo Construction Co Ltd
Kawasaki Steel 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 Fudo Construction Co Ltd, Kawasaki Steel Corp filed Critical Fudo Construction Co Ltd
Priority to JP5807685A priority Critical patent/JPS61216921A/en
Publication of JPS61216921A publication Critical patent/JPS61216921A/en
Publication of JPH037762B2 publication Critical patent/JPH037762B2/ja
Granted legal-status Critical Current

Links

Abstract

PURPOSE:To easily form a panel point under water by a method in which a half-split annular supporter is temporarily clamped to a strut driven under water, an outer short tube is put through a sealant on the supporter, and cement mortar is packed into the gap between the strut and the short tube. CONSTITUTION:A half-split annular supporter 3 is temporarily clamped to the outer periphery of a strut 1, and an outer short tube 5 is placed through a sealant 4 on the supporter 3. Cement mortar is packed into the gap between the strut 1 and the short tube 5 to fix the tube 5 to the strut 1.

Description

【発明の詳細な説明】 (発明が属する技術分野) 本発明は水中構造物の支柱に水中格点を設ける技術に関
するものである。
DETAILED DESCRIPTION OF THE INVENTION (Technical field to which the invention pertains) The present invention relates to a technique for providing underwater points on supports of underwater structures.

(発明の課題とその特徴点) シーバース、ドルフィン等の水中構造物を構築する際に
、水中に打設した支柱(例えば鋼管杭)の水中部分に外
挿短管をセメントモルタルにより固定して格点(プレー
ス材の支点)を形成することは従来公知である(例えば
、特開昭54−44301号公報参照)。
(Problems to be solved by the invention and its features) When constructing underwater structures such as sea berths and dolphins, it is possible to fix an extrapolated short pipe to the underwater part of a support (for example, a steel pipe pile) cast in the water using cement mortar. Forming a point (fulcrum of a place material) is conventionally known (see, for example, Japanese Patent Laid-Open No. 54-44301).

この従来例は、外挿短管をワイヤーロープで吊下げて支
柱の途中の所定位置に保持し、この状態で、支柱と外挿
短管との間隙の上下端を、外挿短管の内周に予めセット
しておいたゴムチューブに圧力空気を送入することによ
ってシールした後、前記間隙にセメントモルタルを注入
・充填しており、強固な格点を確実に形成できる点で優
れているが、施工性において難点がある。
In this conventional example, the short outer tube is suspended with a wire rope and held at a predetermined position in the middle of the support, and in this state, the upper and lower ends of the gap between the support and the short outer tube are After sealing by supplying pressurized air to a rubber tube that has been set in advance around the circumference, cement mortar is injected and filled into the gap, which is excellent in that it can reliably form a strong point. However, there are difficulties in constructability.

本発明は、前述の従来例よりも簡単かつ経済的に水中格
点を形成することができる新規方法を提供することを目
的としているものであって、その構成上の特徴は、水中
に打設した支柱の適所に半割シ環状の支持体を仮止めし
、その上にシール材を介して外挿短管を載置し、この状
態で支柱と外挿短管との間隙にセメントモルタルを充填
して外挿短管を支柱に固定する点にある。なお、充填用
のセメントモルタルには膨張材を混入したいわゆる膨張
性モルタルを用いるのが好ましい。
An object of the present invention is to provide a new method that can form an underwater spot more easily and economically than the conventional method described above, and its structural features are that Temporarily fix a half-ring-shaped support in the appropriate position of the pillar, place the short outer tube on top of it with a sealant, and in this state, apply cement mortar in the gap between the support and the short outer tube. The point is to fill it and fix the short outer tube to the support. Note that it is preferable to use a so-called expandable mortar mixed with an expanding agent as the cement mortar for filling.

(図面による説明) 第1図は本発明によシ格点を形成した水中構造物の全体
図であって、図中、1は支柱、2はプレース材、3は支
持体、4はシール材、5は外挿短管である。
(Explanation with drawings) Fig. 1 is an overall view of an underwater structure in which a grid point is formed according to the present invention, and in the figure, 1 is a column, 2 is a place material, 3 is a support body, and 4 is a seal material. , 5 is an extrapolation short tube.

本発明では、まず、予め水中に打設されている支柱1の
所定箇所に支持体3を仮止めするが、この支持体3は支
柱1に容易に取付けることができるように半割り環状に
形成されている。
In the present invention, first, the support body 3 is temporarily fixed to a predetermined location of the support column 1 which has been cast in water in advance, but this support body 3 is formed into a half ring shape so that it can be easily attached to the column 1. has been done.

第2図、第3図に示す支持体3は、裏面に半径方向のリ
プ6を突設した半割υプレート7.7の一側をヒンジ8
で結合し、他側をボルト9で止めるようになっているが
、他側をボルト止めでなく打込み金具で挾んで止めるよ
うにしてもよく、マた、−側をヒンジ結合にしないで他
側と同様にボルト等で止めるようにしても構わない。
The support body 3 shown in FIG. 2 and FIG.
, and the other side is fastened with bolt 9, but the other side may be fastened by clamping it with a drive fitting instead of bolting, or alternatively, the - side is not hinged and the other side is fastened with bolts 9. Similarly, it may be secured with bolts or the like.

支持体3の仮止めは、支柱1の外径よシ僅かに小さい内
径の支持体3を支柱1の外周に締付けて固定すれば確実
であるが、これに限るわけではなく、例えば支柱1がら
せん杭の場合に、杭の外径より僅かに大きい内径の支持
体3を杭に外挿して下降させ、所定位置で支持体3を傾
けそのリプ6を杭の外周に摩擦係合させて止めるように
してもよい。
Temporary fixing of the support 3 can be ensured by tightening and fixing the support 3, which has an inner diameter slightly smaller than the outside diameter of the support 1, around the outer periphery of the support 1. However, the present invention is not limited to this. In the case of a helical pile, the support 3 with an inner diameter slightly larger than the outside diameter of the pile is extrapolated onto the pile and lowered, and the support 3 is tilted at a predetermined position so that the lip 6 frictionally engages with the outer periphery of the pile and stops. You can do it like this.

前述の締付は固定の場合は潜水夫を使うことになるが、
仮止め作業の所要時間が短いので費用は大して掛からな
い。
If the above-mentioned tightening is fixed, a diver will be used,
Since the time required for temporary fixing work is short, the cost is not very high.

支持体3を支柱1の外周に仮止めした後、その上にシー
ル材4を介して外挿短管5を載置するが、シール材4は
半割リプレードア、7の上面に予め接着しておいてもよ
いし、また、外挿短管5の載置に先立って支持体3の上
に定置するようにしても構わない。
After temporarily fixing the support 3 to the outer periphery of the column 1, the short outer tube 5 is placed on it via the sealing material 4. Alternatively, the short outer tube 5 may be placed on the support 3 prior to placement of the short outer tube 5.

シート材4の上に外挿短管5を乗せるとその重量でシー
ル材4が圧縮されて外挿短管5の下端がシールされるか
ら、この状態で支柱1と外挿短管5との間隙にセメント
モルタルを注入・充填し、外挿短管5を支柱1に固定す
る。なお、この際、前記間隙の上方が開放されていても
さほど支障は生じない。
When the short outer tube 5 is placed on the sheet material 4, the sealing material 4 is compressed by its weight and the lower end of the short outer tube 5 is sealed. Cement mortar is injected and filled into the gap, and the short outer tube 5 is fixed to the support column 1. Note that, at this time, even if the upper part of the gap is open, there is no problem.

(発明の効果) 本発明方法は以上のようにして水中格点を形成するもの
であるから、従来方法より施工が遥かに簡単であり、工
事費も節減できる。
(Effects of the Invention) Since the method of the present invention forms underwater grid points as described above, it is much easier to construct than the conventional method, and construction costs can be reduced.

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

第1図は本発明により格点を形成した水中構造物の全体
正面図、第2図はセメントモルタル充填前の格点部の状
態図、第3図は支持体の平面図である。 図中、1・・・支柱、3・・・支持体、4・・・シール
材、5・・・外挿短管、・・・・・・。
FIG. 1 is an overall front view of an underwater structure in which points are formed according to the present invention, FIG. 2 is a diagram of the point section before filling with cement mortar, and FIG. 3 is a plan view of the support. In the figure, 1... Support column, 3... Support body, 4... Seal material, 5... External short tube, . . .

Claims (1)

【特許請求の範囲】[Claims] 水中に打設した支柱の適所に半割り環状の支持体を仮止
めし、その上にシール材を介して外挿短管を載置し、こ
の状態で支柱と外挿短管との間隙にセメントモルタルを
充填して外挿短管を支柱に固定することを特徴とする水
中格点形成方法。
Temporarily fix a half-split annular support at the appropriate location of the column cast in the water, place the short outer tube on top of it with a sealant, and in this state insert the support into the gap between the column and the short outer tube. A method for forming an underwater case point characterized by filling cement mortar and fixing an extrapolated short pipe to a support.
JP5807685A 1985-03-22 1985-03-22 Formation of panel point under water Granted JPS61216921A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5807685A JPS61216921A (en) 1985-03-22 1985-03-22 Formation of panel point under water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5807685A JPS61216921A (en) 1985-03-22 1985-03-22 Formation of panel point under water

Publications (2)

Publication Number Publication Date
JPS61216921A true JPS61216921A (en) 1986-09-26
JPH037762B2 JPH037762B2 (en) 1991-02-04

Family

ID=13073824

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5807685A Granted JPS61216921A (en) 1985-03-22 1985-03-22 Formation of panel point under water

Country Status (1)

Country Link
JP (1) JPS61216921A (en)

Also Published As

Publication number Publication date
JPH037762B2 (en) 1991-02-04

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